A22_-_Plans_Volume_1_-_Bulkhead_Recess(a).pdf
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VOLUME I: BULKHEAD RECESS
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EL 510.0
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EL 471.0
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L
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N
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STA 35+10.01
STA 35+54
MJ
STA 35+28
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STA 35+28
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MJ
STA 35+80
MJ
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MJ
VOLUME I - A
EL 479.0
APPROXIMATE TOP OF ROCK
SEE DETAIL SHEETS
REMOVAL AREAS, TYP
EL 485.15 EL 485.15
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REMOVE AND REINSTALL
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GENERAL SHEET NOTES
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DEPTH OF ANCHORAGE
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11"
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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
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BACK OF LOCKWALL
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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
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D x x x .d g n
S T
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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
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A1
SD301
E1
SD301
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SD301
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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
/2
K
B U
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A
R O
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LOCKWALL
FACE OF
"8 51'-3
"8 51'-3
B J
O N
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SOLICITATION
S O
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N
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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
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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 E
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L D
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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
/2
K
B U
IS
A
R O
D
EL 488.15
"8 51'-3
"8 51'-3
B J
O N
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SOLICITATION
S O
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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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C K
D B
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US Army Corps
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SHEET ID
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2 3 4 5 6 7 8 9 10
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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
U N
D Y C
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IL
D R
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D E
N I S
L A
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K
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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
/2
K
B U
IS
A
R O
D
EL 488.15
""8
51'-3
"8 51'-3
B J
O N
E S
SOLICITATION
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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D W
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N
A1
SECTION
G R
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D Y C
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D R
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D E
N I S
L A
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D R
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S E
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B
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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
/0
/2
K
B U
IS
EL 488.15
EL 488.15
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
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D B
Y
D E
S C
R
IP
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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
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\5
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L D
V O
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A S -1
.d g n
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:0
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C O
E -M
V R
P W
P
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C
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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
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U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
IL
L
IN
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IS
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IV
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A S
IN
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
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
A S -1
.d g n
0 4' 8' 12'SCALE : 3/16"=1'-0"
F L
O W
A1
UPSTREAM PLAN
S-501
A1
L
STA 35+46.87
C BULKHEAD RECESSL
CHAMBER
LOCK
STA 35+84.49
STA 35+15.16
C PINTLE
STA 35+10.01
S-101
E N
L A
R G
E D L
O C
K P
L A
N
EL 471.0
EL 479.0
VOLUME I - A
STA 35+10.01
STA 35+84.50
C PINTLE
STA 35+15.16
L
STA 35+54
MJ
STA 35+28
MJ
STA 35+80
MJ
S-120
A1
EL 510.0
TOP OF LOCK WALL
S-221
A1 S-501
A1
S-110
A1
STA 35+80
MJ
STA 35+54
MJ
STA 35+28
MJ
EL 510.0
TOP OF LOCK WALL
EL 510.00
EL 510.00
EL 510.00
EL 510.00
EL 510.00
EL 510.00
488.15
488.15
B J
O N
E S
K
B U
IS
/0
/2
N .T .S
A
R O
D
S-211
A1
WITH KO AND LOCKMASTER.
COORDINATE LOCATION
REINSTALL HANDRAIL.
KO AND LOCKMASTER.
COORDINATE LOCATION WITH
REINSTALL HANDRAIL.
SOLICITATION
B J
O N
E S
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
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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
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L D
V O
L -I
A S -1
.d g n
:3
:3
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
S-110
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
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U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
IL
L
IN
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IS
R
IV
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A S
IN
P L
A N
G R
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B
IW
L D
V O
L -I
A S -1
.d g n
D R
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D E
N I S
L A
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K
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R B
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K H
E A
D R
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E S
S E
S
N E
W W
O R
K
L A
N D
W A
L L
0 4' 8' 12'SCALE : 3/16"=1'-0"
FLOW
S T
A
.8
C B
U L
K H
E A
D R
E C
E S
S
A1
PLAN - LANDWALL
L
C1 S-211
S T
A
M J
S T
A
M J
S T
A
M J
S T
A
M J
VOLUME I - A
S-301
A1 S-302
A4
LIGHT POLE
HIGH MAST
S-301
A7
B J
O N
E S
K
B U
IS
/0
/2
A
R O
D
S T
A
.4
S T
A
.0
30'-0"
SOLICITATION
B J
O N
E S
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
A S -1
.d g n
:3
:4
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
S-120
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
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IS
R
IV
E R B
A S
IN
P L
A N
G R
U N
D Y C
O U
N T
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IL
B
IW
L D
V O
L -I
A S -1
.d g n
D R
E S
D E
N I S
L A
N D L
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K
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P E
R B
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K H
E A
D R
E C
E S
S E
S
R
IV
E R W
A L L
N E
W W
O R
K
0 4' 8' 12'SCALE : 3/16"=1'-0"
FLOW
A1
PLAN - RIVER WALL
S-221
A1
S T
A
S T
A
M J
S T
A
M J
S T
A
M J
VOLUME I - A
S-301
E1
S-301
E4 S-301
E7
S T
A
.8
C B
U L
K H
E A
D R
E C
E S
S L
B J
O N
E S
K
B U
IS
/0
/2
A
R O
D
S T
A
.0
S T
A
.4
LOCKWALL
FACE OF
SOLICITATION
B J
O N
E S
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
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-E6 S-501-E1
S-501-A1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
A S -1
.d g n
:2
: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
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
A S -1
.d g n
P L
A C
E M
E N
T
S
IL
L C
O N
C R
E T
E
S-130
P L
A N
F L
O W
CHAMBER
LOCK
L
STA 35+15.16
C PINTLE
EL 479.0
EL 471.0
0 4' 8'SCALE : 3/16"=1'-0" 12'
A1
PLAN - SILL CONCRETE PLACEMENT
TYP
WEEP HOLES
ANCHOR
BEARING PLATE
BULKHEAD
STA 35+15.01
END OF SILLBEAM
STA 35+11.37
BEARING PLATE
FACE OF BULKHEAD
STA 35+15.01
END OF SILLBEAM
LC
VOLUME I - A
"4 14'-1014'-0""2
112'-8"8 112'-11"8
711'-3
.29
" - SYMETRICAL ABOUT CL4
355'-9
EL 488.15 (-)
EL 488.15 (-)
BEARING PLATE
EDGE OF BULKHEAD
EL 488.15 (-)
CONCRETE OR PROUD (+1/16" TO 1/8")
SEAL PLATE SHALL BE FLUSH WITH
ALL BULKHEAD BEARING PLATES AND
GENERAL SHEET NOTES
A
R O
D B J
O N
E S
K
B U
IS
/0
/2
N .T .S
EL 510.0 EL 510.0
THAN 1/2".
UPSTREAM/DOWNSTREAM CHORDS SHALL BE NO MORE
AT ALL TRUSS JOINTS (TOP OF TOP TRUSS FLANGE) OF
SHALL BE INSTALLED, AND TILT MEASURED. ELEVATIONS
AFTER COMPLETION OF RECESSES AND SILL, A BULKHEAD 2.
OF THE BULKHEADS.
SURFACE IS REQUIRED FOR THE PROPER INSTALLATION
ONLY ON THE EMBEDDED METALS. A LEVEL BEARING
LOWER OR FLUSH, SO THAT THE FIRST BULKHEAD BEARS
FT, AND TOP OF SURROUNDING CONCRETE SLIGHTLY
PLATES AND BULKHEAD SEAL PLATE AT ELEVATION 488.15
INTENT IS TO HAVE THE TOPS OF THE BULKHEAD BEARING 1.
SOLICITATION
B J
O N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
A S -1
.d g n
:4
: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
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
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K H
E A
D R
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E S
S E
S
B
IW
L D
V O
L -I
A S -1
.d g n
S
IL
L C
O N
C R
E T
E
S-131
P L
A N
F L
O W
CHAMBER
LOCK
L
STA 35+15.16
C PINTLE
0 4' 8'SCALE : 3/16"=1'-0" 12'
STA 35+15.01
END OF SILL
W E
E P H
O L E P
L A
C E
M E
N T
A1
PLAN - WEEP HOLE PLACEMENT
6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0"3'-0"
LC
VOLUME I - A
16'-6"16'-6"16'-6"
ANCHOR SPACING SYMMETRICAL ABOUT CLWEEP HOLE SPACING SYMMETRICAL ABOUT CL
A
R O
D B J
O N
E S
K
B U
IS
/0
/2
N .T .S
SOLICITATION
B J
O N
E S
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
A S -2
.d g n
:3
:3
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
S-211
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
B
IW
L D
V O
L -I
A S -2
.d g n
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
N E
W W
O R
K
FLOW
0 2' 4' 8'SCALE : 1/4"=1'-0"A1
ELEVATION - PRECAST PANELS AND BULKHEAD RECESS - LANDWALL
GENERAL SHEET NOTES
CONCRETE NOT SHOWN FOR CLARITY.
PRECAST PANELS, DEADMAN BEAM, AND TREMIE 1.
#9 BAR (TYP)
L A
N D
W A
L L
E L E
V A
T
IO
N
1'-5"
S
P
EL 506.5
EL 510.0
EL 479.0
S T
A
.8
C B
U L
K H
E A
D R
E C
E S
S L
VOLUME I - A
B J
O N
E S
K
B U
IS
/0
/2
A
R O
D
S
P
S
P
" EL 488.15
EL 485.82
8 SP @ 2'-8" = 16'-0"2'-8"2'-8"2'-8"2'-8"5'-4"2'-8"5'-4"
S
P
EL 485.82
SOLICITATION
B J
O N
E S
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-A1
S-502-D1
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
A S -2
.d g n
:4
:1
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
S-212
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
B
IW
L D
V O
L -I
A S -2
.d g n
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
L A
N D
W A
L L
E L E
V A
T
FLOW
GENERAL SHEET NOTES
0 2' 4' 8'SCALE : 1/4"=1'-0"A1
ELEVATION - PRECAST PANELS AND BULKHEAD RECESS - LANDWALL
SHEET KEYNOTES
EL 485.82
EL 488.66
TOP OF PRECAST PANELS
EL 508.83
TOP OF PRECAST PANEL SEAT
S T
A
.8
C B
U L
K H
E A
D R
E C
E S
S L
EL 479.0
TOP OF ROCK
APPROXIMATE
TOP OF WALL
EL 510.0
S-310
A1
PRECAST PANEL ARMOR.
ON THE PRECAST PANELS ARE LEVEL WITH THE ADJACENT
PRECAST PANELS ARE TO BE SHIMMED SO THAT THE ARMOR 4.
TOLERANCE OF 1/4".
NECESSARY TO MAINTAIN ARMOR ALIGNMENT WITH A
EXISTING LOCKWALL ARMOR. SHIM EACH PANEL AS
PANEL LINES UP WITH ADJACENT PANEL ARMOR AND THE
INSTALL THE PRECAST PANELS SUCH THAT ARMOR ON EACH 3.
PRIOR TO INSTALLING PRECAST PANELS.
CLEAN DEBRIS AND SEDIMENT FROM EXISTING RECESS 2.
SILL BEAM AND SILL WORK NOT SHOWN ON THIS SHEET.1.
B J
O N
E S
K
B U
IS
/0
/2
A
R O
D
VOLUME I - A
ADJACENT.
ALIGN WITH ARMOR ON EXISTING CONCRETE
1. FABRICATE NEW ARMOR TO MATCH EXISTING.
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
A S -2
.d g n
:3
:1
A
M
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E -M
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/3
/2
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S-221
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L D
R O
C K I S
L A
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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
IS
R
IV
E R B
A S
IN
G R
U N
D Y C
O U
N T
Y
IL
B
IW
L D
V O
L -I
A S -2
.d g n
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
N E
W W
O R
K
R
IV
E R
W A
L L
0 4' 8' 12'SCALE : 3/16"=1'-0"
FLOW
A1
ELEVATION - PRECAST PANELS AND BULKHEAD RECESS - RIVER WALL
GENERAL SHEET NOTES
CONCRETE NOT SHOWN FOR CLARITY.
PRECAST PANELS, DEADMAN BEAM, AND TREMIE 1.
EL 506.5
#9 BAR (TYP)
S T
A
.8
C B
U L
K H
E A
D R
E C
E S
S L
E L E
V A
T
IO
N
6 SP @ 2'-8" = 16'-0" 2'-8" 2'-8" 2'-8" 5'-4" 2'-8" 5'-4" 1'-5"
S
P
EL 510.0
EL 479.0
S
P
S
P
EL 485.82
VOLUME I - A
APPROXIMATE TOP OF ROCK
TOP OF WALL
B J
O N
E S
K
B U
IS
/0
/2
A
R O
D
S
P
EL 488.15
EL 485.82
SOLICITATION
B J
O N
E S
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-505-D1S-502-A1
N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
A S -2
.d g n
:3
:3
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
S-222
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
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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
IS
R
IV
E R B
A S
IN
G R
U N
D Y C
O U
N T
Y
IL
B
IW
L D
V O
L -I
A S -2
.d g n
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
R
IV
E R
W A
L L
E L E
V A
T
0 4' 8' 12'SCALE : 3/16"=1'-0"
A1
ELEVATION - PRECAST PANELS AND BULKHEAD RECESS - RIVER WALL
GENERAL SHEET NOTES
SHEET KEYNOTES
VOLUME I - A
TOP OF PRECAST PANELS
EL 508.83
S-320
A1
TOP OF PRECAST PANEL SEAT
TOP OF WALL
EL 510.0
EL 479.0
TOP OF ROCK
APPROXIMATE
S T
A
.8
C B
U L
K H
E A
D R
E C
E S
S L
4 SPACES @ 8'-0" = 32'-0" 4'-0"4'-0"
PRECAST PANEL ARMOR
ON THE PRECAST PANELS ARE LEVEL WITH THE ADJACENT
4. PRECAST PANELS ARE TO BE SHIMMED SO THAT THE ARMOR
TOLERANCE OF 1/4".
NECESSARY TO MAINTAIN ARMOR ALIGNMENT WITH A
EXISTING LOCKWALL ARMOR. SHIM EACH PANEL AS
PANEL LINES UP WITH ADJACENT PANEL ARMOR AND THE
INSTALL THE PRECAST PANELS SUCH THAT ARMOR ON EACH 3.
PRIOR TO INSTALLING PRECAST PANELS.
2. CLEAN DEBRIS AND SEDIMENT FROM EXISTING RECESS
SILL BEAM AND SILL WORK NOT SHOWN ON THIS SHEET.1.
B J
O N
E S
K
B U
IS
/0
/2
A
R O
D
4 SPACES @ 8'-0" = 32'-0"
EL 488.66
EL 485.82
ADJACENT.
ALIGN WITH ARMOR ON EXISTING CONCRETE
1. FABRICATE NEW ARMOR TO MATCH EXISTING.
SOLICITATION
B J
O N
E S
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
A S -3 x x x .d g n
:4
: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
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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
IS
R
IV
E R B
A S
IN
B J
O N
E S
N .T .S
S-301
S E
C T
IO
N S
A1
SECTION
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
A S -3 x x x .d g n
VOLUME I - A
E1
SECTION
E4
SECTION
A4
SECTION
E7
SECTION
A7
SECTION
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
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'
EL 485.82
A
R O
D
P L
A C
E M
E N
T
C O
N C
R E
T E
10'-6""16 918'-4
2'-6"
2'-6"
10'-6" "16 918'-4
EL 488.15EL 488.15
10'-6"
2'-0"
2'-0"
10'-6"
7'-6"
7'-6"
10'-6"
PANEL
PRECAST
SEAT
PANEL
PRECAST
PANEL
PRECAST
SEAT
PANEL
PRECAST
SEAT
PANEL
PRECAST
PANEL
PRECAST
PANEL
PRECAST
SEAT
PANEL
PRECAST
PANEL
PRECAST
SEAT
PANEL
PRECAST
SEAT
PANEL
PRECAST
PANEL
PRECAST
SILL
CONCRETE
SILL
CONCRETE
10'-6" 10'-6"
/0
/2
K
B U
IS
" TYP16
132'-10
EL 488.15EL 488.15
7'-6"
ON TOP AND BE FLUSH WITH ADJACENT CONCRETE.
EXCAVATION TO ALLOW 6" 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 2.
SLAB. MAINTAIN 2" COVER ALL AROUND PERIMETER.
#4 BARS AT 12" O.C. HORIZONTAL AND LONGITUDINAL IN 1.
SHEET KEY NOTES
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-A7
S-503-D1 S-503-D1 S-503-D1 S-503-D1 S-503-D1 S-503-D1 S-503-D1
S-503-A7S-503-A7S-503-A7S-503-A7 S-503-A7
S-503-A7
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
A S -3
.d g n
:3
:2
A
M
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E -M
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P W
P
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C
/3
/2
.S
S-310
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
B
IW
L D
V O
L -I
A S -3
.d g n
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
L A
N D
W A
L L
S E
C T
T
A
.8
C B
U L
K H
E A
D R
E C
E S
S C B
U L
K H
E A
D R
E C
E S
S
C A
N C
H O
R
C A
N C
H O
R
C A
N C
H O
R
C A
N C
H O
R
C A
N C
H O
R
C A
N C
H O
R
S-501
A6
L LLLLLL
0 4' 8' 12'SCALE : 3/16"=1'-0"
SECTION - PRECAST PANEL AND BULKHEAD RECESS - LANDWALL
1 2
SHEET KEYNOTES
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"
BEHIND PANELS
WHILE PLACING CONCRETE
PLACE CONCRETE IN VOID
TYP
PRECAST PANEL
BEAM
DEADMAN
B J
O N
E S
K
B U
IS
/0
/2
BULKHEAD SLOT
12'-0"
S-502
D5 S-502
D8 S-502
D5
SOLICITATION
B J
O N
E S
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
A S -3
.d g n
:3
:0
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
S-311
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
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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
IS
R
IV
E R B
A S
IN
G R
U N
D Y C
O U
N T
Y
IL
B
IW
L D
V O
L -I
A S -3
.d g n
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
L A
N D
W A
L L
S E
C T
SECTION
A3
SECTION
SCALE : 3/8"=1'-0" 0 2' 4' 6' SCALE : 3/8"=1'-0" 0 2' 4' 6'
#6 @ 12"
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
#6@12"
VOLUME I - A
A
R O
D
#6 @ 12"
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
6" CLR
#8 BAR
PANEL
PRECAST
SEAT
PANEL
PRECAST
SILL
CONCRETE
2'-6" EMBED
6" CLR
EMBED 18"
#6B @ 12"
EPOXY
DRILL AND
B J
O N
E S
K
B U
IS
/0
/2
C L
R
10'-6"
C L
R
10'-6"
6" CLR
EL 479.00
TOP OF ROCK
APPROXIMATE
EL 510.0
EL 508.83
TOP OF WALL
TOP OF PRECAST PANELS
EL 485.15
TOP OF SILL
EL 510.0
TOP OF WALL
SOLICITATION
B J
O N
E S
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
A S -3
.d g n
:3
:0
A
M
C O
E -M
V R
P W
P
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/3
/2
.S
S-312
IW
L D
R O
C K I S
L A
N D
IL
L
IN
O
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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
IS
R
IV
E R B
A S
IN
G R
U N
D Y C
O U
N T
Y
IL
B
IW
L D
V O
L -I
A S -3
.d g n
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
L A
N D
W A
L L
S E
C T
VOLUME I - A
R O
D
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
O N
E S
K
B U
IS
/0
/2
EL 510.0
TOP OF WALL
EL 510.0
TOP OF WALL
EL 479.00
TOP OF ROCK
APPROXIMATE
EL 485.15
TOP OF SILL
EL 479.00
TOP OF ROCK
APPROXIMATE
EL 485.15
TOP OF SILL
SOLICITATION
B J
O N
E S
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-A7
S-503-A1 S-503-D1 S-503-D1
S-503-D1 S-503-D1 S-503-D1 S-503-D1
S-503-A7 S-503-A7 S-503-A7 S-503-A7 S-503-A7
S-503-A7
A N
S I
D
E ic s p d f2 \2
\5
\B
IW
L D
V O
L -I
A S -3
.d g n
:3
:0
A
M
C O
E -M
V R
P W
P
R O
C
/3
/2
.S
S-320
IW
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C K I S
L A
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IL
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IN
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R O
C K I S
L A
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IS
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IC
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S E
S
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IV
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W A
C A
N C
H O
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C A
N C
H O
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C A
N C
H O
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C A
N C
H O
R
C A
N C
H O
R
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
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
A
R O
D
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
BEAM
DEADMAN
S T
A
.8
C B
U L
K H
E A
D R
E C
E S
S
B J
O N
E S
K
B U
IS
/0
/2
OPERATIONS SUBMITAL PER SPEC SECTION 03 23 00.
SHOW SIZE AND LOCATIONS OF CORES ON GROUTING
THROUGH THE LOCKWALL. IF VERTICAL CORING IS CHOSEN,
TO HELP FACILITATE GROUTING OF DEADMAN ANCHORS
6. CORING THROUGH THE TOP OF THE LOCKWALL IS ALLOWED
PRECAST PANELS.
5. ANCHORS SHALL BE TENSIONED BEFORE INSTALLING
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
8'-0" 8'-0" 8'-0" 8'-0" 12'-0"
12'-0"
BEHIND PANELS
WHILE PLACING CONCRETE
PLACE CONCRETE IN VOID
D5 S-502
D8 S-502
D5
B J
O N
E S
SOLICITATION
S O
L
IC
IT
A T
IO
N N
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D B
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D B
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D B
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C T N
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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
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2 3 4 5 6 7 8 9 10
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.S
S-321
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L A
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L A
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T R
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M Y C
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F E
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S
R
IV
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W A
E
C T
IO
N
A
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D
#6 @ 12"
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
#6@12"
#6 @ 12"
EMBED 18"
#6B @ 12"
DRILL AND EPOXY
#8 BAR
PANEL
PRECAST
2'-6" EMBED
6" CLR
EMBED 18"
#6B @ 12"
EPOXY
DRILL AND
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
B J
O N
E S
K
B U
IS
/0
/2
C L
R
10'-6"
C L
R
10'-6"
6" CLR
EL 510.0
EL 508.83
TOP OF WALL
TOP OF PRECAST PANELS
EL 479.00
TOP OF ROCK
APPROXIMATE
EL 485.15
TOP OF SILL
EL 510.0
TOP OF WALL
SOLICITATION
B J
O N
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S O
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IC
IT
A T
IO
N N
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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
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2 3 4 5 6 7 8 9 10
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S-322
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L A
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S E
S
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IV
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W A
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C T
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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
BULKHEAD
SEAT
PANEL
PRECAST
SILL
CONCRETE
ASSEMBLY
PLATE
PROTECTION
B J
O N
E S
K
B U
IS
/0
/2
EL 510.0
TOP OF WALL
EL 479.00
TOP OF ROCK
APPROXIMATE
EL 485.15
TOP OF SILL
EL 510.0
TOP OF WALL
EL 479.00
TOP OF ROCK
APPROXIMATE
EL 485.15
TOP OF SILL
SOLICITATION
B J
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S O
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IC
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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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D
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2 3 4 5 6 7 8 9 10
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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
E T
E
S E
C T
IO
N S
S-330
C O
V E
R
6" HOLE
E1
DETAIL - TYPICAL ANCHOR
A8
DETAIL - TYPICAL WEEP HOLE
#8 @ 12 EACH WAY
A
R O
D
B O
N D
E D
U N
B O
N D
E D
C O
V E
R
6" COVER
B J
O N
E S
K
B U
IS
/0
/2
N .T .S
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
E M
B E
D I
N T
O R
O C
K
1.5" ANCHOR
SOLICITATION
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US Army Corps of Engineers
US Army Corps
P R
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S-501
IW
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L A
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T A
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P R
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0 4' 8' 12'SCALE : 3/16"=1'-0"
T
A
.8
C B
U L
K H
E A
D R
E C
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.
(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
B J
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E S
K
B U
IS
/0
/2
D E
T A
IL
S
(EL 510.0)
SOLICITATION
B J
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S O
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N N
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US Army Corps of Engineers
US Army Corps
P R
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C T C
O D
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SHEET ID
A
B
C
D
E
F
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2 3 4 5 6 7 8 9 10
W E
K
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S-502-D5
N
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A1 S-502-A1
0 6" 1' 2'SCALE : 1 1/2"=1'-0" A5
S-502-A5
A7 S-502-A7
0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0"
2" 8"
45°
6"
9"9"
9" 9"
MAX
MAX
ANCHOR BARS @ 12" C.C. - STAGGERED
STUDS @ 12" C.C. - STAGGERED
ANCHOR BAR
2" WIDE
" PL4
"8 31'-3 8"
10""8
"4
2"
D1 S-502-D1
0 3" 6" 9" 12"SCALE : 3"=1'-0"
(TYP)
"Ø x 8" STUDS4
STUD
"Ø x 8" 4
GENERAL SHEETS NOTES
B J
O N
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K
B U
IS
/0
/2
A
R O
D
VOLUME I - A
"2 12'-7
8"
" PL4
A9 S-502-A9
0 3" 6" 9" 12"SCALE : 3"=1'-0"
E M
B E
D M
E N
T
2'1'0SCALE : 1"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"
"4
R
R
D5
DETAIL
D8
DETAIL
#9 BAR
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.
2""
40 TOTAL
QTY: 2 PER RECESS
MAT: A36
9"
R
B J
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SOLICITATION
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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D B
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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
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2 3 4 5 6 7 8 9 10
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S-503
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L A
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L A
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D E
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S-503-A1
2'1'0SCALE : 1"=1'-0" A7
S-503-A7
" Ø16
2" PL
D1 S-503-D1
2'1'0SCALE : 1"=1'-0"
ITEM MARK NO. UNIT QTY DESCRIPTION
MATERIAL SCHEDULE
141 S-503-A7 ASTM A572 GR50
2 S-503-A1 1
MATERIAL
DEADMAN ANCHOR PLATE
DEADMAN ANCHOR ROD ASTM F1554 GR105
3 S-503-D1 13 DEADMAN ANCHOR ROD ASTM F1554 GR105
2" Ø
0 3" 6" 9" 12"SCALE : 3"=1'-0"
B J
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B U
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A
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VOLUME I - A
6"
1'-0"
2" Ø
24'-0"
13'-11"
D E
A D
M A
N
SOLICITATION
B J
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S O
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A T
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N N
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C A
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P L
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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
6" "4 34'-4
"4 35'-4
E1 S-504-41
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
"4 15'-5
"2
15 6 SP @ 10" = 5'-0"
6"
5/16
5/16
ANCHORS
" x 6"4 3Ø
4"
6"
6"
"4
A7
SECTION
0 1" 2" 3" 4"SCALE : 6"=1'-0"
S
P
TOP GRATING FRAME
ASTM A36
ASTM A36
"2
1CUT DOWN TO 2
" 2 1L4x3x
" 2 1L4x3x
GENERAL SHEET NOTES
A4
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"
"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
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TYP
54 SPACES @ 2'-0" = 108'-0" "16
54 SPACES @ 2'-0" = 108'-0""16
1/4 - STUD WELD
TYP OR
.355
3°
"16 51'-1
1'-
"16 15R 3'-4
"16 91'-
2"
1'-
"8 7R 4'-6
2"
2"
3 EQUAL SP
ACES
3 EQUAL SPACES2"
TYP
STUD
12"
" Ø X 4
3"
D8 S-530-D8
" 2 1 1'-10" X 2
BENT BAR
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
1/2"
1'-4"
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H A
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D E
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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"
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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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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E-001
E L E
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A L G
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A L N
O T
GENERAL ELECTRICAL NOTES
.P
A T
T S
C H
U L L
RE-INSTALLED.
RACEWAY LOCATION OF ALL CABLES TO BE REPLACED OR
NOT LIMITED TO: SIZE, QUANTITY, TYPE, AND TERMINAL AND
RESPONSIBLE FOR FIELD CONFIRMING ITEMS INCLUDING, BUT
AND CABLE NAMES AND LOCATIONS. CONTRACTOR IS
PANELBOARD SCHEDULES, EQUIPMENT, CONTROL DIAGRAMS,
SEE REFERENCE DRAWINGS FOR APPROXIMATE 35.
CONTRACTION COUPLINGS MUST BE CONCRETE-EMBEDDED.
JOINTS. USE FERNCO TYPE JOINTS WHEN EXPANSION
BE INSTALLED ACROSS CONCRETE MONOLITH OR EXPANSION
CONTRACTOR MUST IDENTIFY ALL NEW CONDUITS THAT WILL
FITTING MUST BE PROVIDED WITH GROUNDING JUMPER.
CROSS CONCRETE EXPANSION JOINTS. TYPE EX CONDUIT
MUST BE PROVIDED IN LOCATIONS WHERE NEW CONDUITS
RIGID TYPE EX EXPANSION/CONTRACTION CONDUIT FITTINGS 34.
REMAINING EQUIPMENT.
AND WIRING AS REQUIRED TO MAINTAIN CONNECTION TO
CIRCUITS THAT REMAIN IN OPERATION. EXTEND CONDUIT
THE INSTALLATION OF A JUNCTION BOX TO RECONNECT
EQUIPMENT REMOVAL IN CERTAIN LOCATIONS MAY REQUIRE 33.
VERIFY EXISTING CONDITIONS.
ELECTRICAL CONDITIONS. THE CONTRACTOR MUST FIELD
THE EXISTING ELECTRICAL DRAWINGS INDICATE GENERAL 32.
REQUIREMENTS.
AS-BUILT DRAWINGS. SEE SPECIFICATIONS FOR FURTHER
LOCATIONS OF ALL CONDUITS AND CABLES ON RED-LINE
AS-BUILT DRAWINGS: CONTRACTOR MUST INCLUDE 31.
WHERE NOTED OTHERWISE .
ALL CONDUCTORS MUST BE INSTALLED IN RACEWAY, EXCEPT 30.
CONDUITS.
KEEP 120 VOLT WIRING AND 480 VOLT WIRING IN SEPARATE 29.
ONE CONDUIT.
RUN MORE THAN 9 CURRENT CARRYING CONDUCTORS IN
EXCEPT FOR NIPPLES SHORTER THAN 24 INCHES, DO NOT 28.
LOCATIONS AND CONDUIT ROUTING.
THE GOVERNMENT HAS FINAL APPROVAL ON ALL EQUIPMENT, 27.
CONCRETE ANCHORS ARE NOT PERMITTED.
WEDGE-TYPE CONCRETE ANCHORS AND POWDER-ACTUATED 26.
FASTEN CONDUIT TO ELECTRICAL JUNCTION BOXES.
INSULATED-THROAT CONDUIT HUBS SHALL BE USED TO 25.
HANDHOLES.
CONDUITS AT ALL ELECTRICAL ENCLOSURES, BOXES, AND
PROVIDE INSULATING BUSHINGS AT TERMINATION OF 24.
TO ATTACH NAMEPLATES.
SATISFY THIS REQUIREMENT. USE NON-FERROUS SCREWS
APPLICABLE). LABELING SWITCH AS S-A, S-B, ETC., DOES NOT
OPERATING VOLTAGE, AND MAXIMUM FUSE SIZE (IF
ELECTRICAL EQUIPMENT BY NAME AND FUNCTION INCLUDING
3/16 INCH HIGH LETTER TO IDENTIFY ALL MAJOR PIECES OF
NAMEPLATES MUST BE UV-RATED ENGRAVED PLASTIC WITH
BOXES, TERMINAL BLOCKS, AND NEW EQUIPMENT.
PROVIDE NAMEPLATES FOR NEW PANELBOARDS, JUNCTION 23.
OTHER CONDUIT, MACHINERY, OR PIPING.
EXPOSED CONDUITS. CONDUIT MUST NOT BE SUPPORTED BY
FITTING. USE STRAP-TYPE CONDUIT SUPPORTS FOR
CONDUIT SUPPORT WITHIN 3 FEET OF EACH BOX AND
PROVIDE SUPPORT AT EACH BOX. PROVIDE AN ADDITIONAL 22.
CONDUIT.
CONDUIT SIZE SHALL BE 3/4 INCH RIGID GALVANIZED STEEL
MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG, AND MINIMUM
AND SMALLER, AND STRANDED FOR #8 AWG AND LARGER.
CELSIUS, TYPE XHHW INSULATION. USE SOLID FOR #10 AWG
NEW CONDUCTORS MUST BE COPPER, 600 VOLT, 90 DEGREE 21.
AND CONTINUOUS RACEWAY SYSTEM.
GALVANIZED STEEL TYPE CONDUIT TO PROVIDE A COMPLETE
GALVANIZED STEEL (RGS), AND PVC COATED RIGID
FITTINGS MUST BE UL LISTED PVC SCHEDULE 40, RIGID
UNLESS OTHERWISE NOTED, ALL CONDUITS AND CONDUIT 20.
ANSI, ETC.).
WITH RELEVANT AMERICAN INDUSTRY STANDARDS (NEMA,
TERMINALS, TERMINATORS, AND WIRE LABELS MUST COMPLY
RECEPTACLES, SWITCHES, GROUNDING EQUIPMENT,
LIMITED TO: CONDUIT, WIRE, CABLES, ENCLOSURES, COVERS,
ALL NEW INSTALLED EQUIPMENT INCLUDING, BUT NOT 19.
ALL NEW ELECTRICAL EQUIPMENT MUST BE UL LISTED.18.
APPROVED SUBMITTAL.
EQUIPMENT SHALL NOT BE INSTALLED PRIOR TO AN
HAVE 30 DAYS TO REVIEW. CONTROL STANDS AND
CONTROL STAND STRUCTURES. THE GOVERNMENT SHALL
EQUIPMENT ATTACHED TO OR INSTALLED INSIDE NEW
GOVERNMENT APPROVAL FOR NEW AND REINSTALLED
THE CONTRACTOR SHALL SUBMIT A LAYOUT FOR 17.
WIRE.
PROVIDED WITH A SEPARATE INSULATED GREEN GROUND
ALL NEW BRANCH, FEEDER, AND LIGHTING CIRCUITS MUST BE 16.
CONSTRUCTION. SEE STRUCTURAL DRAWINGS.
STRUCTURAL CONCRETE WORK TO FACILITATE STRUCTURAL
THE ELECTRICAL WORK MUST BE COORDINATED WITH THE 15.
TAKEN TO PROTECT CABLE ENDS FROM BEING SUBMERGED.
WATER MAY OVERTOP THE LOCK WALL. CARE MUST BE
THERE ARE OCCASIONS WHEN THE RIVER MAY FLOOD AND
THE CONTRACTOR MUST BE AWARE AND CONSIDER THAT 14.
WHICH THEY WERE ORIGINALLY INSTALLED.
INSTALL CABLES IN SAME DUCT BANK DUCT LOCATIONS IN
RESPECTIVE TERMINALS UPON THEIR REINSTALLATION.
RE-TERMINATE PERMANENT CABLES TO THEIR PERMANENT 13.
KIND AS EXISTING.
BROKEN OR LOST WIRE LABELS OR CABLE TAGS IN SAME
TAGS EXISTING ON ALL PERMANENT CABLES. REPLACE ANY
AND PROTECT IDENTIFICATION WIRE LABELS AND CABLE
TO BE WORKED WITH OR TEMPORARILY REMOVED. MAINTAIN
LOCATE AND IDENTIFY ALL PERMANENT CABLES REQUIRED 12.
PRIOR TO CONCRETE DEMOLITION.
IN THIS CONTRACT PRIOR TO REMOVING ANY CABLES AND
AREAS OF DEMOLITION OR EXCAVATION BEING ADDRESSED
BURIED AND EMBEDDED CONDUIT OR BURIED CABLE IN
PAINT OR OTHER APPROVED MEANS) THE LOCATION OF EACH
TRACE, LOCATE, IDENTIFY, AND MARK (NON-PERMANENT
PRE-CONSTRUCTION: THE CONTRACTOR MUST PHYSICALLY 11.
EXPENSE
THE LOAD AND WILL BE REPLACED AT THE CONTRACTOR'S
CABLE'S CONTINUOUS LENGTH FROM THE CABLE SOURCE TO
DAMAGED, THE CONTRACTOR MUST REPLACE THE ENTIRE
RESTORE ORIGINAL CABLE TAP SPLICES. IF A CABLE IS
CABLE WILL NOT BE ALLOWED OTHER THAN SPECIFIED TO
AND RE-TERMINATE. PERMANENT SPLICES IN EXISTING
SLACK MAY BE INADEQUATE TO CUT OUT SPLICED CABLE
CABLES AND CONDUCTOR INSULATION. EXCESS CABLE
IN SUCH A WAY AS TO PREVENT DAMAGE TO THE EXISTING
SPLICES AND SPLICE CAPS SHALL BE CAREFULLY REMOVED 10.
NON-TERMINATED, UNATTENDED CABLES OR CONDUCTORS.
MUST BE INSTALLED TO PROTECT THE ENDS OF
CONDUCTOR ENDS FROM WATER INTRUSION. SPLICE CAPS
FROM ELECTRIC SHOCK AND TO PROTECT THE CABLE AND
THE BARE CONDUCTORS AND A CABLE END TO INSULATE
SHRINK MATERIAL WHICH CAN BE PLACED OVER THE END OF
A SPLICE CAP IS A TERM USED TO DESCRIBE BLIND ENDED 9.
LOAD AT THE CONTRACTOR'S EXPENSE.
SHALL BE REPLACED IN ITS ENTIRETY FROM SOURCE TO
ANY PERMANENT CABLES DAMAGED BY THE CONTRACTOR 8.
MUST BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR (OTHER THAN AS INDICATED IN PLANS)
ANY DAMAGE TO DUCT BANK OR EMBEDDED CONDUITS BY 7.
AND SHALL NOT BE EXPOSED.
EXISTING PERMANENT CABLE SHALL REMAIN PROTECTED
MAY BE ALLOWED TO BE EXPOSED ON THE LOCK WALL.
GALLERIES AND ONLY. TEMPORARY CABLES (IF REQUIRED)
SPLICED ENDS OF EXISTING CABLES IN HANDHOLES AND
MAINTAIN OPERATION OF EQUIPMENT, NEW CABLES SHALL BE
WHERE TEMPORARY CABLE SPLICES ARE NECESSARY TO 6.
WHERE APPROVED BY THE CONTRACTING OFFICER.
PROTECTED LOCATION AND COVERED WITH SECURED TARP
MANHOLE OR HANDHOLE OPENINGS IN THE MOST
GALLERIES MAY BE COILED AND STORED ADJACENT TO THE
HANDRAILS. CABLES THAT WILL NOT FIT IN HANDHOLES OR
EXPOSED ON THE LOCK WALL OR SECURED TO THE
HANDHOLES OR CABLE GALLERIES. DO NOT STORE CABLE
CONCRETE WORK, CABLES SHALL BE PROTECTED IN
WHERE EXISTING CABLES ARE REMOVED TO ALLOW 5.
AND CONDUITS.
SEDIMENT AND SILT IN EXISTING MANHOLES, DUCT BANKS,
BANKS. PERIODIC FLOODING MAY HAVE DEPOSITED
RE-INSTALLATION OF CABLES IN CONDUITS, DUCTS, OR DUCT
TEMPORARY CABLES AND DUCT CLEANING PRIOR TO
SEE SPECIFICATION SECTION 33 70 02 FOR SPLICES OF 4.
NOVEMBER, 2014, SECTION 12.
HEALTH REQUIREMENTS MANUAL EM 385-1-1 DATED 30
PROCEDURES IN ACCORDANCE WITH THE SAFETY AND
CONTRACTOR SHALL ADHERE TO PROPER LOCKOUT/TAG OUT 3.
2014, SECTION 11, SUBSECTION J.
REQUIREMENTS MANUAL EM 385-1-1 DATED 30 NOVEMBER,
MANHOLES IN ACCORDANCE WITH THE SAFETY AND HEALTH
CONTRACTOR SHALL PROVIDE PROTECTION FROM OPEN 2.
ELECTRICAL POWER OUTAGES.
APPROVAL FROM THE CONTRACTING OFFICER PRIOR TO ALL
CONTRACTOR MUST COORDINATE WITH AND RECEIVE 1.
M
C A
C K
L E
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VOLUME I - A
WEATHER MONITORING.
AFFECTING MET STATION EQUIPMENT FOR WATER LEVEL AND
ENGINEERS, HYDRAULICS) PRIOR TO POWER DISTRUPTIONS
THE CONTRACTOR SHALL NOTIFY EC-HW (CORPS OF 49.
PROJECT.
DAMAGED AS A RESULT OF DEMOLITION WORK FOR THIS
NOTIFY THE CONTRACTING OFFICER WHERE CONDUITS ARE 48.
BE PULLED FROM THE MITER GATE ELECTRICAL ENCLOSURE.
NO TEMPORARY POWER OR CONSTRUCTION POWER SHALL 47.
NFPA 70, NATIONAL ELECTRICAL CODE.
MUST BE IN ACCORDANCE WITH THE LATEST EDITION OF
ALL FEATURES OF ELECTRICAL WORK AND INSTALLATION 46.
UPPER LOCK WALL AREAS BY LOCK AND DAM PERSONNEL.
CONTRACTING OFFICER TO ALLOW ACCESS TO NECESSARY
INSTALLATION MUST BE COORDINATED WITH THE
STAGING OF EQUIPMENT, REMOVAL, RELOCATION, AND 45.
VALVE HEATERS IN COLD TEMPERATURES.
TIMES. PROVIDE TEMPORARY CABLING FOR AFFECTED
AFFECTED TRAFFIC LIGHTING AND M.E.T. STATION AT ALL
FROM DUSK TO DAWN. PROVIDE TEMPORARY CABLING FOR
LIGHTING, NAVIGATION LIGHTING AND WIND SOCK LIGHTING
TEMPORARY CABLING FOR AFFECTED POLE MOUNTED
DAMAGE DUE TO CONCRETE SURFACING, PROVIDE
WHERE PERMANENT CABLING IS REMOVED TO PREVENT 44.
SYSTEMS IN WORK AREAS.
FUNCTIONAL LOCK POWER, CONTROL AND LIGHTING
WITH COR TO CONFIRM AND DEMONSTRATE COMPLETELY
CABLES ASSOCIATED WITH THIS PROJECT. COORDINATE
AND COMMISSION ALL LOCK POWER, CONTROL AND LIGHTING
PRIOR TO PUTTING EQUIPMENT BACK INTO SERVICE, TEST, 43.
DAMAGED OR STOLEN.
SAFE, DRY COVERED LOCATION WHERE IT CANNOT BE
SALVAGED EQUIPMENT SHALL BE CAREFULLY STORED IN A 42.
DURING RE-SURFACING WORK.
EXISTING CONCRETE ENCASED DUCTS TO BE PROTECTED
PRIOR TO RESURFACING WORK TO ENSURE AWARENESS OF
COORDINATE CABLE LOCATIONS WITH ALL DISCIPLINES 41.
POINTS TO ADD TO AS-BUILT DRAWINGS FOR THIS PROJECT.
FROM LOCKWALL AND OTHER PERMANENT REFERENCE
GOVERNMENT. PROVIDE SKETCHES WITH MEASUREMENTS
PROVIDE PHOTO AND VIDEO FILES OF PAINT LOCATORS TO
WORK, MARK ELECTRICAL DUCTS USING MARKER-PAINT, AND
PROVIDE LOCATE SERVICES IN AREAS OF BULKHEAD SLOT
PRIOR TO RESURFACING WORK, THE CONTRACTOR MUST 40.
ACCORDANCE WITH EM 385-1-1.
ACCESS INTO THE GALLERY INGRESS/EGRESS HATCH IN
FOR USE. THE CONTRACTOR SHALL PROVIDE LADDER
WORK . THE EXISTING PERMANENT LADDER IS NOT SUITABLE
THE GALLERY REQUIRES PUMPING TO ACCESS OR PERFORM
ELECTRICAL POWER FEED TO DEWATER THE GALLERY WHEN
CONTRACTOR SHALL PROVIDE A SUBMERSIBLE PUMP AND
CONTAINS WATER WHICH WILL BE PUMPED OUT. THE
ACCORDANCE WITH EM 385-1-1. THE GALLERY PERIODICALLY
REQUIREMENTS SHALL APPLY AND BE ADHERED TO IN
THE GALLERY IS A CONFINED SPACE FOR WHICH ALL SAFETY 39.
NOT PRINTED TO SCALE.
ACTUAL FIELD CONDITIONS. REFERENCE DRAWINGS ARE
NOT "AS BUILT" SO THEY DO NOT NECESSARILY REPRESENT
REFERENCE DRAWINGS. THE REFERENCE DRAWINGS ARE
REQUIRED WORK ON…
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