A02._PLAN_SET_DRAWINGS-2016-03-22-_Lock_15_Aux_-_OPTION_A.pdf
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- Solicitation number
- W912EK-16-R-0006
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Plan set drawings - Lock 15 Aux.- Option A
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DRAWINGS (C)
AUXILIARY LOCK
DOWNSTREAM
LOCK 15
OPTION A
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US Army Corps
P R
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DRILLED HOLE
ALIGNMENT SURVEY
MARK PIN FOR
1"
WITH TOP OF CONCRETE)
BRASS ROD (FLUSH
1" DIA. X 10"
SEE NOTE
EXISTING CONCRETE
0.02" RADIUS
ROUND CORNER
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STA. DIST. ELEV. DIST.
THIS CONTRACT
ELEV.
MONUMENT
R2
I4
0+15.0B
0+15.0B
STA.
TBD
TBD
TBD
TBD
TBD568.325
568.295
115.950
SURVEY DATA
REQUIRED TO BE TAKEN UNDER THIS CONTRACT
ITEMS MARKED AS "TBD" INDICATE MEASUREMENTS
GENERAL SHEET NOTES
A1
L/D 15 SURVEY PLAN
0 200'SCALE : 1"=100'-0" 100' A4
POSITION MONUMENT DETAIL
SCALE : NO SCALE
PERFORM THE SURVEY.
4. THE CONTRACTOR SHALL HAVE A REGISTERED SURVEYOR SET THE MONUMENTS AND
THE COR FOR APPROVAL.
3. THE CONTRACTOR SHALL PERFORM AN ALIGNMENT SURVEY, AND RESULTS SUBMITTED TO
MONUMENT.
2. THE CONTRACTOR SHALL RESET THE MONUMENTS IN THE SAME ALIGNMENT AS EXISTING
STABLE MONUMENTATION, AT THE CONTRACTOR'S EXPENSE.
DURING CONSTRUCTION DUE TO CONTRACTOR OPERATIONS SHALL ALSO BE REPLACED WITH
THE WALL ACCORDING TO THE DIAGRAM SHOWN. ANY LAND MONUMENTS THAT ARE DAMAGED
BE REMOVED DURING CONTRACTOR OPERATIONS. NEW BRASS RODS SHALL BE USED ON
1. THE CONTRACTOR SHALL RESET THE SURVEY POSITION MONUMENTS I4 AND R2 WHICH WILL
M R
V -C
X X
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POST FLOOD JAN./MAR. 2015
NEW EPOXY GROUT
RECOMMEMDATIONS
HOLE DIA. SHALL BE PER MANUFACTURER'S
NOTE:
VC001
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106 39'27"
R3R5
R6 R4
BM 15-B
C
SEAWALL ABUTMENT
RIVER WALL
2 FOOT LINE
AUXILIARY LOCK
2 FOOT LINE
MAIN LOCK
INTERMEDIATE WALL
S T
A .0
A
LAND WALL
S T
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A
2 FOOT LINE
STA. 0+24.958
L O
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OFFSET 3" DOWNSTREAM
FROM THEORETICAL L
OF SERVICE BRIDGE.
STA. 11+19.50 B
PLAN
FLOW
FLOW
S T
A
UPPER NOSE LINE (UNL).
(LNL)
LOWER NOSE LINE
Sheet
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0 2' 4' 8'SCALE : 1/4"=1'-0"
GENERAL NOTES
6.
5.
4.
3.
2.
1.
j) i) h) g) f) e) d) c) b) a)
SCALE : NO SCALE
ARMOR
EXISTING WALL
ARMOR
EXISTING CORNER
E
F
MONUMENT I2
CONTROL
CONSTRUCTION
MONUMENT I1
CONTROL
CONSTRUCTION
MONUMENT L1
CONTROL
CONSTRUCTION
MONUMENT L2
CONTROL
CONSTRUCTION
SEQUENCE OF WORK AND INFORMATION TO BE ESTABLISHED AND SUBMITTED:
INTERMEDIATE WALL.
CONSTRUCTION CONTROL MONUMENTS ON THE RECESS CENTERLINE, TWO ON THE LANDWALL AND TWO ON THE
AFTER THE LOCATION OF THE CENTERLINE HAS BEEN ESTABLISHED, THE CONTRACTOR WILL BE REQUIRED TO SET FOUR
THE LOCATION OF THE CENTERLINE OF THE RECESS.
GOVERNMENT FOR REVIEW. THE GOVERNMENT SHALL BE ALLOWED 7 DAYS TO REVIEW DATA AND PROVIDE THE CONTRACTOR
AFTER COMPLETION OF THE WORK SHOWN ON THIS PAGE, THE CONTRACTOR SHALL SUBMIT THE INFORMATION TO
FIELD BOOK
DISTANCE UNITS
COORDINATE UNITS
GEOID
VERTICAL DATUM
PROJECT DATUM
ZONE
COORDINATE SYSTEM
PROJECT
DESCRIBED ON THIS SHEET. ALL POINT FILES SHALL INCLUDE THE FOLLOWING INFORMATION:
THE CONTRACTOR SHALL GEOSPATIALLY LOCATE NORTHING/EASTING/ELEVATION COORDINATES FOR INFORMATION
A LICENSED SURVEYOR SHALL PERFORM THE WORK DESCRIBED ON THIS PAGE.
ESTABLISH THE BULKHEAD RECESS 90 DEGREES BETWEEN THE WALLS.
THE WORK DESCRIBED ON THIS SHEET IS TO ESTABLISH THE CENTERLINE OF THE BULKHEAD RECESS. THE WORK WILL ALSO
LC
LC
14.71B
RECESS STA.
BULKHEAD
14.71B
RECESS STA.
BULKHEAD
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LANDWALL AND I1 TO FACE OF INTERMEDIATE WALL.
CONTRACTOR SHALL VERIFY THE DISTANCE BETWEEN MARKER LC1 AND IC1, AS WELL AS DISTANCE FROM L1 TO FACE OF
SURVEY.
CONTRACTOR SHALL ESTABLISH AND SET TWO MONUMENTS ON THE INTERMEDIATE WALL, 90 DEGREES TO LINE GH, BY
CONTRACTOR SHALL SET TWO NEW MONUMENTS ON LANDWALL, 90 DEGREES TO LINE GH, ON CENTERLINE OF NEW RECESS.
NEW MONUMENTS.
GOVERNMENT WILL PROVIDE DIMENSION FOR THE PERMANENT CENTERLINE LOCATION AND INSTRUCTIONS WHERE TO SET
FEET APART.
TO A POINT 15 FEET DOWNSTREAM OF PRELIMINARY RECESS CENTERLINE. POINT INTERVAL SHALL BE NO MORE THAN 5
BEST ORIENTATION OF LINE GH. CONTRACTOR WILL ESTABLISH LINE GH, BY MEASURING FROM A POINT15 FEET UPSTREAM
BASED ON THE ORIENTATION OF THE TWO WALLS IN RELATION TO EACH OTHER, THE GOVERNMENT WILL DETERMINE THE
SUBMIT INFORMATION TO GOVERNMENT FOR REVIEW.
LOCATE AND MARK WITH PAINT PRELIMINARY CENTERLINE AT DIMENSION SHOWN.
POINT INTERVAL SHALL BE NO MORE THAN 5 FEET APART.
CENTERLINE. CONTRACTOR SHALL DOCUMENT MULTIPLE POINTS E AND F ALONG THE ARMOR AS SHOWN IN SECTION A4.
ESTABLISH LINE CD: FROM A POINT15 FEET UPSTREAM TO A POINT 15 FEET DOWNSTREAM OF PRELIMINARY RECESS
POINT INTERVAL SHALL BE NO MORE THAN 5 FEET APART.
CENTERLINE. CONTRACTOR SHALL DOCUMENT MULTIPLE POINTS E AND F ALONG THE ARMOR AS SHOWN IN SECTION A4.
ESTABLISH LINE AB: FROM A POINT15 FEET UPSTREAM TO A POINT 15 FEET DOWNSTREAM OF PRELIMINARY RECESS
A B
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A1
US AUX. SURVEY CONTROL PLAN
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BULKHEAD RECESS
CONCRETE FOR
REMOVE AND REPLACE
INSTALLATION
BULKHEAD RECESS
CONCRETE FOR
REMOVE AND REPLACE
MANHOLE NO. C8
EXISTING
SC101
C1 SC101
C3
0 4' 8' 12'SCALE : 3/16"=1'-0"
N
A3 0 4' 8'SCALE : 3/16"=1'-0" 12'
N
C/L PINTLE STA. 0+00.0 PINTLE STA. 0+00.0
C/L
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F L
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EXISTING LADDER
ASSEMBLY
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REMOVE AND
CHANNELS
MITER GATE ANCHORAGE
REMOVE AND REPLACE
ASSEMBLY
ANCHORAGE
MITER GATE
REPLACE
REMOVE AND
CHANNELS
MITER GATE ANCHORAGE
REMOVE AND REPLACE
MACHINERY
MITER GATE
EXISTING
MANHOLE
EXISTING
N E
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0 2' 4' 8'SCALE : 1/4"=1'-0"
EL. 568.25
LOCKWALL
TOP OF
0 2' 4' 8'SCALE : 1/4"=1'-0"
FLOW
0 2' 4' 8'SCALE : 1/4"=1'-0"
0 2' 4' 8'SCALE : 1/4"=1'-0"
FLOW
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SC102
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SC102
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A .2
B
SC104
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SC104
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SC103
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SC103
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SC103
A3
VALVE RECESS
EXISTING TAINTER
AND STUB COLUMN
REMOVE ANGLE CURB
SECURING REQUIREMENTS
FOR BLOCKING AND
SPECIFICATIONS
MITER GATE, SEE
REMOVE GRATING AND SUPPORTS
ANCHORAGE CHANNELS
REMOVE GATE
ANCHORAGE CHANNELS
REMOVE GATE
REINSTALLED
REHABILITATED, AND
ANCHORAGE TO BE REMOVED,
TYPICAL- MITER GATE
AND REINSTALLED
REHABILITATED, REMOVED
ANCHORAGE TO BE REMOVED,
TYPICAL- MITER GATE
SECURING REQUIREMENTS
FOR BLOCKING AND
SPECIFICATIONS
MITER GATE, SEE
PORT
EXISTING EMPTYING
C1
PLAN - RIVER WALL
C3
PLAN - INTERMEDIATE WALL
A3
ELEVATION - INTERMEDIATE WALL
A1
ELEVATION - RIVER WALL
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REMOVE ANGLE CURB
C/L ANCHORAGE ASSEMBLY
C/L ANCHORAGE ASSEMBLY
C/L PINTLE
CHANNELS
ANCHORAGE
REMOVE GATE
20'-9"
"2 111'-2
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
0 1' 2' 4'SCALE : 1/2"=1'-0"
SC105
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SC105
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SC106
C1
SC1
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SC1
C4
SC1
C1
S C
A
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2'-6
2'-6
TO DAMAGE BARS
SHALL USE CAUTION NOT
REINSTALLED. CONTRACTOR
REMOVED AND
ANCHORAGE BARS TO BE
C/L PINTLE C/L PINTLE
"4 114'-4 6'-6"
EL. 568.25 - EL. 565.25
EL. 565.25 - EL. 564.0
EL. 534.0
EL. 544.0 TO
EMPTYING CULVERT,
12'-3" 6'-6"
EXISTING EMPTYING CULVERT
"2
'-6
8'-3"
SA104
C5
RECESS (GRATING NOT SHOWN)
EXISTING TAINTER VALVE BULKHEAD
B1
SECTION
A3
SECTION
A1
SECTION
/0
/2
D E
M O
L
IT
IO
N S
E C
T
IO
N S I
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
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
D
2 3
C
4 5
A
B
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
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -C
X X
X .d g n
:5
:5
A
M
M V
R -A
P P
W P
L T
D
A T
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
S -C
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SC103
O
C K
D
S A
U X
IL
IA
R Y
CHANNELS
ANCHORAGE
REMOVE GATE
ANCHORAGE ASSEMBLY C/L
ANCHORAGE ASSEMBLY C/L
C/L PINTLE
ANCHORAGE ASSEMBLY
REMOVE GATE
AND SUPPORTS
REMOVE GRATING,
25'-0"
"2 111'-2
14'-0"6'-6"
C/L PINTLE
14'-0"6'-6"
EMPTYING CULVERT
EXISTING
C/L PINTLE
0 1' 2' 4'SCALE : 1/2"=1'-0"
SC105
A1
SC106
C4
SC105
C4
SC105
C1
SC105
B4
SC106
C1
S E
E S
E C
T
IO
N B
2'-6"
2'-6"
TO DAMAGE BARS
USE CAUTION NOT
CONTRACTOR SHALL
AND REINSTALLED.
BE REMOVED
ANCHORAGE BARS TO
0 1' 2' 4'SCALE : 1/2"=1'-0"0 1' 2' 4'SCALE : 1/2"=1'-0"
EL. 545.0 TO EL. 532.5
EMPTYING CULVERT,
EL. 568.25 - EL. 565.25
EXISTING 12" VCP
EL. 565.25 - EL. 563.0
A
S C
SA104
A5
SA104
D5
B1
SECTION
A3
SECTION
A1
SECTION
REMOVAL
5" CONCRETE
/0
/2
D E
M O
L
IT
IO
N S
E C
T
IO
N S I I
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
7'-0" I-WALL
1'-6" RIVERWALL
ID
Sheet
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
D
2 3
C
4 5
A
B
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
BULKHEAD RECESS STEEL
REMOVE CONCRETE WITHIN
BULKHEAD RECESS STEEL
REMOVE CONCRETE WITHIN
DAM FOUNDATION
SILL AND POIREE
LOWER MITER
CORNER ARMOR
REMOVE EXISTING
DAM FOUNDATION
CONCRETE POIREE
TOP OF EXISTING
DASHED LINE INDICATES
RECESS ASSEMBLY
C/L BULKHEAD
BULKHEAD RECESS
4'-1"
2'-10"
9'-0"
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
0 1' 2' 4'SCALE : 1/2"=1'-0"
A3
EL. 568.25
EL. 544.0
EL. 534.0
EL. 532.83
EL. 568.25
CORNER WALL ARMOR
REMOVE EXISTING
CULVERT
EMPTYING
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -C
X X
X .d g n
:1
:2
A
M
M V
R -A
P P
W P
L T
D
A T
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
S -C
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
M O
L
IT
IO
N S
E C
T
IO
N S I
II
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
4'-0"
SC104
9'-0"
(I-WALL ONLY)
12" Ø VCP DRAIN
(APPROX)
EL. 549.0
EL. 532.83
A5
SECTION
C5
SECTION
D5
SECTION
2'1'0SCALE : 1"=1'-0"
2'1'0SCALE : 1"=1'-0"
2'1'0SCALE : 1"=1'-0"
12"
40"
AS REQUIRED TO PERFORM WORK
REMOVE AND REINSTALL GRATING
40"
40"
AS REQUIRED TO PERFORM WORK
REMOVE AND REINSTALL GRATING
TO REMAIN
3x14 3x14
1L
EXISTING
TO REMAIN
3x14 3x14
1L
EXISTING
TO REMAIN
3x14 3x14
1L
EXISTING
L O
C K
D
S A
U X
IL
IA
R Y
C3
SECTION
A3
SECTION
A1
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
QUOIN SHOE
EMBEDDED
EXISTING
CHANNELS
REMOVE EXISTING
TYP, ALL AROUND
NOT SHOWN
ANCHORAGE
GATE
NOT SHOWN
ANCHORAGE
GATE
SUPPORT BEAM
REMOVE EXISTING STEEL
SCALE : 3/4"=1'-0" 0 1' 2' 3'
SCALE : 3/4"=1'-0" 0 1' 2' 3'
SCALE : 3/4"=1'-0" 0 1' 2' 3'
SCALE : 3/4"=1'-0" 0 1' 2' 3'
GENERAL NOTES
EL. 568.25
EL. 568.25
EL. 568.25
3'-0"12"
EMBEDDED QUOIN SHOE.
FROM AROUND EXISTING MITER GATE ANCHORAGE AND
1. CONTRACTOR SHALL USE CAUTION REMOVING CONCRETE
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -C
X X
X .d g n
:0
:3
A
M
M V
R -A
P P
W P
L T
D
A T
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
S -C
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
M O
L
IT
IO
N S
E C
T
IO
N S
V
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
12"
SC105
TO REMAIN
EMBEDDED ANCHORAGE
EXISTING MITER GATE
NOT SHOWN FOR CLARITY
GATE ANCHORAGE
EXISTING MITER
ANCHORAGE CHANNELS
REMOVE EXISTING
4'-0"
"4 12'-65'-11"
NOT SHOWN FOR CLARITY
GATE ANCHORAGE
EXISTING MITER
"2 13'-05'-11"
ANCHORAGE CHANNELS
REMOVE EXISTING
SHEET SC106 FOR WORK DETAILS
SHOE, SEE DETAIL C1 ON
EXISTING EMBEDDED QUOIN
L O
C K
D
S A
U X
IL
IA
R Y
C1
SECTION
C4
SECTION
B4
SECTION
A1
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
Sheet
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
D
2 3
C
4 5
A
B
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
2' -5
" 2
ANCHORAGE BEAM
NOTCH QUOIN SHOE
ANCHORAGE BAR
EXISTING
QUOIN SHOE
EXISTING EMBEDDED
ANCHORAGE BAR
EXISTING
PLAN
NOT SHOWN
ANCHORAGE
GATE
CURB ANGLE
EXISTING
CURB ANGLE
EXISTING
OF EXISTING NOTCH
FIELD VERIFY SIZE
1'-0"
SCALE : 3/4"=1'-0" 0 1' 2' 3'
GENERAL NOTES
SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'
C
SCALE : 3/4"=1'-0" 0 1' 2' 3'
EL. 568.25
EL. 568.25
EL. 564.25
EL. 568.25
EL. 565.25
EL. 564.25
REMOVAL LINE
QUOIN SHOE AT
CUT FLANGE OF
EMBEDDED QUOIN SHOE.
FROM AROUND EXISTING MITER GATE ANCHORAGE AND
1. CONTRACTOR SHALL USE CAUTION REMOVING CONCRETE
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -C
X X
X .d g n
:1
:3
A
M
M V
R -A
P P
W P
L T
D
A T
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
S -C
X X
X .d g n
C H J
B
S
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W N
J C
Q
F
M O
L
IT
IO
N S
E C
T
IO
N S V
L O
C K
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SC106
C1
DETAIL
C2
SECTION
C4
SECTION
A1
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
Sheet
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
D
2 3
C
4 5
A
B
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
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
D
2 3
C
4 5
A
B
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
ANCHORAGE ASSEMBLY
INSTALL NEW GATE
NEW BULKHEAD RECESS
AND ADJUSTMENT
FOR REINSTALLATION
SPECIFICATIONS
MITER GATE, SEE
S T
A .0
P
IN
T L E
S T
A .2
B
0 2' 4' 8'SCALE : 1/4"=1'-0" 0 2' 4' 8'SCALE : 1/4"=1'-0"
0 2' 4' 8'SCALE : 1/4"=1'-0" 0 2' 4' 8'SCALE : 1/4"=1'-0"
C /L
A N
S I
D m v r-a p p w p lt \P
W iC
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\3
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:1
A
M
M V
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P P
W P
L T
D
A T
C K I S
L A
N D
IL
L
IN
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IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S -C
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
W W
O R
K P
L A
N S A
N D E
L E
V A
T
IO
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SC150
LOCKWALL
TOP OF
EL. 568.25
LOCKWALL
TOP OF
S T
A .0
P
IN
T L E
C /L
SC152
C1
C1
PLAN - RIVER WALL
ANCHORAGE PLATES
INSTALL NEW GATE
AND REINSTALLED
TO BE REHABILITATED
MITER GATE ANCHORAGE
TYPICAL- EXISTING
ANCHORAGE PLATES
INSTALL NEW GATE
NEW BULKHEAD RECESS
AND ADJUSTMENT
FOR REINSTALLATION
SPECIFICATIONS
MITER GATE, SEE
AND REINSTALLED
TO BE REHABILITATED
MITER GATE ANCHORAGE
TYPICAL- EXISTING
SC151
C1
SC151
A1
SC151
A3
SC153
A1
SC152
A3
SC152
A1
EL. 564.0 EL. 564.0
EL. 532.83 EL. 532.83
S T
A .7
B
B U
L K
H E
A D R
E C
E S
S
SC801-C4
NEW CORNER CAP
ARMOR SC800-D1
NEW HORIZONTAL CORNER
C /L
SC801-C4
NEW CORNER CAP
ARMOR SC800-D1
NEW HORIZONTAL CORNER
S T
A .7
B
B U
L K
H E
A D R
E C
E S
S
SC800-D1
CORNER ARMOR
NEW HORIZONTAL
SC801-A4
NEW CORNER CAP
SC801-A4
CAP
CORNER
NEW
SC153
A1
L O
C K
D
S A
U X
IL
IA
R Y
C3
PLAN - INTERMEDIATE WALL
A1
ELEVATION - RIVER WALL
A3
ELEVATION - INTERMEDIATE WALL
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
S O
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IC
IT
A T
IO
N N
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D W
N B
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C K
D B
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D E
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N E
D B
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D E
S C
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IP
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N
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2 3
C
4 5
A
B
M A
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D A
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S
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D B
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P L
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C A
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P L
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A T
E
C O
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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
C/L BULKHEAD RECESS C/L PINTLE
"2 114'-8"2
14'-0
6'-6"
@ 1'-0"
TYP - #6
1'-0"
#6B @
#6 @ 12
#6B @ 12
#6 @ 12
#6 @ 12
TYP -
C/L PINTLE
"2 14'-0 "2
114'-8
6'-6"
2'-4"2'-4"
@ 1'-4"
ANCHORS
C/L BULKHEAD RECESS
"2 114'-8
10'-0" NOMINAL
S
P
'-6
" E .F
O T
H E
R F
A C
E S
IM
IL
A R
- A
S S
H O
W N
B A
N C
H O
R S '-6
#8 @ 1'-0" E.F. X 6'-6"
2'-0"
@ 1'-0"
6 SP.
#6 @ 12 E.W.
TYP - #6 ANCHORS
ANCHORS
TYP - #6
ROD (SET IN EPOXY GROUT)
ASTM A449 THREADED
TYP 0F 8 - 1" DIA.
#6
TYP - #6
#6B @ 12#6 @ 12
S T
A .7
B
B U
L K
H E
A D R
E C
E S
S
S T
A .0
P
IN
T L E
P
IN
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
0 1' 2' 4'SCALE : 1/2"=1'-0"
SC154
A3
SC1
C1
SC1
B1
SC1
A1
SC156
A1
SC154
A1
SC154
C3
OPP. HAND
SC
C
C /L
C /L
C /L
#6B @ 12
#6
DRAIN
DRAIN
A N
S I
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X X
X .d g n
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:5
A
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D
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C K I S
L A
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A N
D
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S
IS
S
IP
P I
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IV
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A S
IN
M R
SC151
5 SP. @ 1'-0"
PIN PLATES
NEW MITER
@ 1'-0"
6"1'-0"
3'-8" ANCHORS
"2
'-6CULVERT
EMPTYING
EXISTING
L O
C K
D
S A
U X
IL
IA
R Y
B1
SECTION
A1
SECTION
A3
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
O
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IO
W A
A N
D M
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S
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C K C
H A
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K H
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S
S O
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IT
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IO
N N
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A M
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D W
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D B
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D A
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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
6'-6"
"2 114'-8 "2
15'-9
2'-6" 1'-6"ANCHORS @ 1'-4" 2'-4" 2'-4"
#6 @ 12
C/L PINTLE
@ 1'-0"
TYP - #6
C/L BULKHEAD RECESS
1'-0"
#6B @
C/L PINTLE BULKHEAD RECESS C/L CULVERT
EMPTYING
#6 @ 12
TYP -
#6 @ 12
#6B @ 12
"2 15'-9"2
114'-8
6'-6"
"2 114'-8
10'-0" NOMINAL
E .F
O T
H E
R F
A C
E S
IM
IL
A R A
S S
H O
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B A
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#8 @ 1'-0" E.F. X 6'-6"
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B U
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H E
A D R
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P
IN
T L E
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
0 1' 2' 4'SCALE : 1/2"=1'-0"
SC156
A1
C /L
C /L
C /L
SC154
A1
SC154
C3
SC
5C
SC155
A1
SC154
B1
SC154
B3
SC154
C1
ANCHORS
TYP - #6
#6B @ 12
#6B @12
#6 @ 12
#6
#6B @ 12
#6 @ 12
DRAIN
A N
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P I
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IN
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SC152
20'-6"
@ 1'-4"
ANCHORS 3'-6" 3'-0"
@ 1'-0"
ANCHORS
SC153
C5
L O
C K
D
S A
U X
IL
IA
R Y
B1
SECTION
A1
SECTION
A3
SECTION
SHOWN
IN GENERAL LOCATION AS
#6 ANCHORS SPACED 1'-0"
NEW MITER PIN PLATES
/0
/2
W E
K -1
-R -0
IL
L
IN
O
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W A
A N
D M
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R I
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C K C
H A
M B
E R B
U L
K H
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D R
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#6 @ 12
EL. 532.83
EL. 534.0
1-11" I-WALL
2'-10"
DAM FOUNDATION
SILL AND POIREE
LOWER MITER
#6B ANCHORS
#6 @ 1'-0"
R E
C E
S S
B U
L K
H E
A D
1'-0"1'-0"5
"2
PLACEMENT
WALL CONCRETE
PLACEMENT
SILL CONCRETE
LOCK WALL
FACE OF
#6B ANCHORS
LOCK LANDWALL
PLACEMENT
WALL CONCRETE
RECESS ASSEMBLY
C/L BULKHEAD
BULKHEAD RECESS
4'-1"
C L
0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
0 1' 2' 4'SCALE : 1/2"=1'-0"
B3
A3
F O
R A
N C
H O
R S
P A
C
IN
G S
E E S
H E
E T S
C
EL. 532.83
PLACEMENT
SILL CONCRETE
4'-0"
4'-1"
BULKHEAD RECESS
A N
S I
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L A
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P I
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A S
IN
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ARMOR SC800-D1
NEW CORNER
AND SC152
SHEETS SC151
SPACING SEE
FOR ANCHOR
DAM FOUNDATION
CONCRETE POIREE
TOP OF EXISTING
SC153
9'-0"
EL. 544.0
(I-WALL ONLY)
NEW 12" DRAIN PIPE
EL. 549.0
MISS NEW PIPE
ADJUST ANCHORS TO
" 8
3PL PIPE
12" STANDARD
1"
2 1
16"
8"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
A5
1'-6" RIVERWALL
TO PLACING CONCRETE
SEAL AROUND PLATE PRIOR
ANCHOR
EXPANSION
" Ø x 9"4
3 FOR
" HOLE16
L O
C K
D
S A
U X
IL
IA
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A1
SECTION
B3
SECTION
A3
SECTION
A5
SECTION
/0
/2
W E
K -1
-R -0
IL
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W A
A N
D M
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Sheet
S O
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A T
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N N
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A M
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D W
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D B
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D E
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D B
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D E
S C
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2 3
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4 5
A
B
M A
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D A
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S
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S U
B M
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D B
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P L
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C A
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P L
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A T
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C O
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C T N
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D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
S O
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IC
IT
A T
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N N
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IL
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A M
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D W
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C K
D B
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D E
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N E
D B
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D E
S C
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M A
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D A
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D B
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C A
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P L
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C O
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D A
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
3'-0" 1'-4"
#6 @ 12
1'-6" TYP
#6B @
#6 @ 12
#6B @ 12
#6 @ 12
#8B X 6'-6" @ 12
#6B @ 12
#6 @ 12
SCALE : 3/4"=1'-0" 0 1' 2' 3'
SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'
SCALE : 3/4"=1'-0" 0 1' 2' 3' SCALE : 3/4"=1'-0" 0 1' 2' 3'
GENERAL NOTES
PIN PLATES
NEW GATE
2" NON-SHRINK GROUT
EMBEDDED QUOIN
EXISTING
ANCHORAGE (TYP)
EXISTING GATE
1'-6" (TYP)
#6B @
#6 @ 12
PIN PLATES
NEW GATE
2" NON-SHRINK GROUT
EMBEDDED QUOIN
EXISTING
C
H O
R A
G
C
W G
A T
E L
#6 @ 12
1'-6"
PVC PIPE
WITH 3" DIA. SCHEDULE 40
CORE DRILL OR FORM
3" DIA. DRAIN HOLE,
L A
P
SLOPE TO DRAIN
3'-0"12" 12"
AND SET NEW ANCHORAGE TO MATCH THAT ELEVATION.
CENTERLINE ELEVATION OF THE EXISTING ANCHORAGE
1. DIMENSION IS NOMINAL. CONTRACTOR SHALL DETERMINE
A N
S I
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A N
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S
IS
S
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P I
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A S
IN
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SC154
ON SHEET SC825
NEW GRATING, SEE DETAIL
DETAILS ON SHEET SC825
NEW GRATING, SEE
ARMOR SB800-D1
NEW CORNER
SB800-B1 (TYP)
NEW WALL ARMOR
4'-0"
EL 568.25 EL 568.25
EL 568.25 EL 568.25
EL 568.25
S E
E N
O T
E
L O
C K
D
S A
U X
IL
IA
R Y
C1
SECTION
C3
SECTION
B3
SECTION
B1
SECTION
A1
SECTION
EL 568.25
EPOXY GROUT (14 TOTAL)
THREADED ROD SET IN
1" DIA ASTM A449
ANCHOR LAYOUT
SEE SHEET SC151 FOR
SCALE : 3/4"=1'-0" 0 1' 2' 3'A3
SECTION
(TOTAL OF 8)
IN EPOXY GROUT
THREADED ROD SET
1" DIA. ASTM A449
ANCHOR LAYOUT
SEE SHEET SC150 FOR
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
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W A
A N
D M
IS
S
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R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
VARIES
1'-0"
NOTCH IN CONCRETE
MAINTAIN EXISTING
REMOVAL LINE
BOTTOM OF PIPE AND
CLEARANCE BETWEEN
PVC DRAIN, 3" MIN.
3" DIA. SCHEDULE 40
#6 @ 12
#6B @ 12
#6 @ 12
#6B @ 12
SCALE : 3/4"=1'-0" 0 1' 2' 3'
SCALE : 3/4"=1'-0" 0 1' 2' 3'
HAND
LANDWALL OPPOSITE
I-WALL SHOWN
VARIES
3" DIA. PVC DRAIN
A N
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L A
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W W
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A N
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IS
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P I
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A S
IN
M R
SC155
TO DRAIN
SLOPE
EL 568.25
EL 564.25
EL 568.25
L O
C K
D
S A
U X
IL
IA
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C1
SECTION
A1
SECTION
/0
/2
W E
K -1
-R -0
IL
L
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W A
A N
D M
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K H
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D R
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Sheet
S O
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N N
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A M
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D W
N B
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D B
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D E
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D B
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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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N N
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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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0 1' 2' 4'SCALE : 1/2"=1'-0" 0 1' 2' 4'SCALE : 1/2"=1'-0"
A N
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4'-1"
BULKHEAD RECESS
NEW
TOP OF WALL
R E
C E
S S
B O
T T
O M O
F A
N C
H O
R A
G E
BULKHEAD RECESS
NEW
TOP OF WALL
4'-1"
CULVERT
EMPTYING
EXISTING
TOP OF WALL
CULVERT
EMPTYING
EXISTING
R E
C E
S S
B O
T T
O M O
F A
N C
H O
R A
G E
L O
C K
D
S A
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B A
N C
H O
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S
P A
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S
S
P A
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S
A
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H O
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S
P A
C E
S
B A
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H O
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A
N C
H O
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B A
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H O
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S
P A
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S
P A
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B A
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H O
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B A
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H O
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B A
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P A
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P A
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B A
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A
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H O
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12" DRAIN PIPE
A1
RIVER WALL ELEVATION - ARMOR LAYOUT
A3
INTERMEDIATE WALL ELEVATION - ARMOR LAYOUT
S
P A
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
O D
EXISTING CONCRETE NEW CONCRETE
JOINT SEALANT
"4
JOINT MATERIAL
EXPANSION
PREMOLDED
EXISTING CONCRETE NEW CONCRETE
JOINT SEALANT
"2
JOINT SEALANT
" FOR EXPANSION JOINTS2
MATERIAL
EXPANSION JOINT
BACKER ROD OR
JOINT
AND CONSTRUCTION JOINTS
" FOR CONTRACTION4
M
IN
#6 BAR X 3'-0"
EPOXY GROUT
EMBED IN
CONCRETE
EXISTING
CONCRETE
1'-6" MIN
NEW
EPOXY GROUT
EMBED IN
INSTALLATION)
(BEND PRIOR TO
STANDARD HOOK
#6, #8 BAR WITH
#6B,#8B ANCHOR -
CONCRETE
NEW EXISTING
CONCRETE
3'-0"
1'-6" MIN
INSTALLATION)
(BEND PRIOR TO
STANDARD HOOK
#10 BAR WITH
#10B ANCHOR -
EPOXY GROUT
EMBED IN
3'-0"
CONCRETE
NEW EXISTING
CONCRETE
SCALE : NO SCALE SCALE : NO SCALE
SCALE : NO SCALE
SCALE : NO SCALE SCALE : NO SCALESCALE : NO SCALE
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P I
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SC200
1'-6" MIN
L O
C K
D
S A
U X
IL
IA
R Y
C1
JOINT DETAIL - NEW/EXISTING CONCRETE
C2
JOINT DETAIL AT EXPANSION/MONOLITH JOINT
C4
JOINT DETAIL
A2
#6 HORIZONTAL ANCHORAGE DETAIL
B4
#6B & #8B HORIZONTAL ANCHOR DETAIL
A4
#10B HORIZONTAL ANCHOR DETAIL
/0
/2
W E
K -1
-R -0
IL
L
IN
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W A
A N
D M
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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SCALE : 3/4"=1'-0" 0 1' 2' 3'
SCALE : 3/4"=1'-0" 0 1' 2' 3'
S T
A
C /L
P
IN
T L E
GALVANIZED PIPE (TYP)
NEW 2" DIA. STANDARD
MATCH EXISTING.
2. FIELD VERIFY EXISTING HANDRAIL HEIGHT. NEW HANDRAIL HEIGHT SHALL
LAYOUT BY ACTUAL FIELD MEASUREMENTS AND SUBMIT THE APPROVAL.
OF NEW HANDRAIL REQUIREMENTS. CONTRACTOR SHALL DETERMINE HANDRAIL
1. HANDRAIL LAYOUT SHOWN IS TO GIVE THE CONTRACTOR A GENERAL IDEA
NOTES:
A N
S I
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\3
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\M
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L A
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S
A N
D
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IS
S
IS
S
IP
P I
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IV
E R B
A S
IN
M R
SC250
MITER GATE
EXISTING RAIL ON
S E
E N
O T
E
R
IV
E R
W A
L L H
A N
D R
A
IL
FITTINGS (TYP)
CAST ALUMINUM
NEW GALVANIZED HANDRAILEXISTING HANDRAIL
REMOVE AND REINSTALL
OF THE GOVERNMENT.
REMOVED TO INSTALL NEW HANDRAIL SHALL BECOME PROPERTY
3. ALL EXISTING CAST ALUMINUM HANDRAIL FITTINGS THAT ARE
3'-3"
AND CHAIN
INSTALL NEW EYEBOLTS
L O
C K
D
S A
U X
IL
IA
R Y
3'-0"
FIELD VERIFY
"16 113'-4"16
113'-48"6'-6"8""16 31'-11
C1
RIVERWALL HANDRAIL - PLAN
RIVERWALL HANDRAIL - ELEVATION
A1
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
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L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
SCALE : 3/4"=1'-0" 0 1' 2' 3'
SCALE : 3/4"=1'-0" 0 1' 2' 3'
GALVANIZED PIPE (TYP)
NEW 2" DIA. STANDARD
EXISTING RAIL
ON MITER GATE
EXISTING RAIL
MATCH EXISTING.
2. FIELD VERIFY EXISTING HANDRAIL HEIGHT. NEW HANDRAIL HEIGHT SHALL
AND SUBMIT FOR APPROVAL.
DETERMINE HANDRAIL LAYOUT BY ACTUAL FIELD MEASUREMENTS
IDEA OF NEW HANDRAIL REQUIREMENTS. CONTRACTOR SHALL
1. HANDRAIL LAYOUT SHOWN IS TO GIVE THE CONTRACTOR A GENERAL
NOTES:
S E
E N
O T
E
A N
S I
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\3
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IS
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A S
IN
M R
SC251
NEW GALVANIZED HANDRAIL
I- W
A L L H
A N
D R
A
IL
S T
A .0
C /L P
IN
L
3'-3"
REVISE EXISTING FITTING
EXISTING HANDRAIL
NEW RAIL
AND CHAIN
INSTALL NEW EYEBOLTS
"4 15'-58"6'-6"8""16
13'-4"16 13'-4
L O
C K
D
S A
U X
IL
IA
R Y
2'-11"
FIELD VERIFY
C1
I-WALL HANDRAIL - PLAN
I-WALL HANDRAIL - ELEVATION
A1
/0
/2
W E
K -1
-R -0
IL
L
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W A
A N
D M
IS
S
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H A
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K H
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D R
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E S
S
Sheet
S O
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IO
N N
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A
B
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D B
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C A
L E
P L
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A T
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C O
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R A
C T N
O
D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
S O
L
IC
IT
A T
IO
N N
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F
IL
E N
A M
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D W
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
0 1" 2" 3" 4"SCALE : 6"=1'-0"
8"
M
IN
NEOPRENE GASKET
TOP OF LOCK WALL
GALVANIZED PIPE (TYP)
2" DIA. X-STRONG
NEW HANDRAIL BASE
" ANCHORS2
1NEW
HOLE IN EACH BASE
" DRAIN2
1DRILL
C/L HANDRAIL
SECTION
PLAN
0 6" 1' 2'SCALE : 1"=1'-0"
E Q
U A
L E
Q U
A L
6'-0" (MAX)
TOP OF LOCK WALL
DETAIL THIS SHEET
FLANGE, SEE
HANDRAIL BASE
GALVANIZED PIPE (TYP)
2" DIA. X-STRONG
(F
IE
L D V
E R
IF
Y
NEW CORNER ARMOR
EXISTING AND/OR
GALVANIZED PIPE (TYP)
2" DIA. X-STRONG
HANDRAIL CENTERLINE
MATCH EXISTING
SECTIONELEVATION
0 1' 2' 4'SCALE : 1/2"=1'-0"
BREAKS AT MONOLITHS
CONTINUOUS WITH
HANDRAIL SHALL BE
SCREWS (TYP)
STEEL SET
STAINLESS
TO BE CONTINUOUS
VERTICAL POSTS
"L" FITTING
FITTING
"CROSS"
GENERAL NOTES
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
SHALL BE GALVANIZED.
AND 6000 LB ULTIMATE SHEAR. ALL ANCHOR BOLTS AND NUTS
GROUT TO A DEPTH TO PROVIDE 4000 LB ULTIMATE PULLOUT,
" DIA., EMBEDDED IN EPOXY2
1 NEW BASE PLATES SHALL BE
2. ALL ANCHOR BOLTS SHALL BE REPLACED. ANCHOR BOLTS FOR
ALUMINUM FITTINGS.
CONSIST OF GALVANIZED STEEL RAILS AND POSTS WITH CAST
MANUFACTURER'S RECOMMENDATIONS. ALL HANDRAIL SHALL
1. ALL HANDRAIL/FENCING SHALL BE INSTALLED PER
A N
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IV
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A S
IN
M R
SC252
TOP OF LOCK WALL
SCALE : NO SCALE
" (TYP.)2
EXISTING HANDRAILNEW HANDRAIL
EXTENSIONS
RAIL
L O
C K
D
S A
U X
IL
IA
R Y
D1
TYPICAL HANDRAIL ELEVATION/SECTION
D3
TYPICAL HANDRAIL SLIP-ON CONNECTION DETAILS
A1
TYPICAL HANDRAIL BASE DETAILS
B1
HANDRAIL EXTENSION
/0
/2
W E
K -1
-R -0
IL
L
IN
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W A
A N
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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
5'-6"
7"4'-4"7"
NOTE: GRATING AND BANDING TO BE GALVANIZED
" C.C.16
3BAR @ 1
" BEARING4
1" X 4
GRATING SPAN
C R
O S
S B
A R
C C
" BAR4
1" X 4
BAND EDGES WITH
STEEL GRATING
" GALV.4
11 3
"2 12'-"2
12'-
4'-5"
T Y
P
1WELD TO L2 X 1
" END PLATE4
5L7 X 4 X
1 X 2
CUT TO L2 X
1L2 X 2 X
PER FRAME
TYP OF (4)
STUD BOLT,
X 2 TYP 8
ANCHOR BAR
HP 14 X 73
WELDED STUDS
" DIA.X 84
WELDED STUDS
" DIA. X 8"4
SEE NOTE 7
(FULL LENGTH),
BETWEEN ARMOR
PROVIDE JOINT
5L7 X 4 X
T Y
P
W 5 X 16
T Y
P
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8'-1"
2'-0"4'-1"*2'-0"
3"
"*8 52'-9
1'-0"
"6
1'-6"
"4
" PLATE4
"2 12'-3
1L2 X 2 X
BEAM
1L2 X 2 X
HP 14 X 73
HP 14 X 73
TOP OF
" PLATE4
"4
"2 12'-3
AT ASSEMBLY WITH GRATING.
RECOMMENDATION. LOCATED
PER GRATING MANUFACTURER'S
CLIP FASTENERS. SIZE AS
STUD BOLT FOR ATTACHING
" PL4
1 X 2 1L2 X 1
CUT TO
1L2 X 2 X
HP 14 X 73
7" ANGLE LEG
CUT AND BEND
STA. 14.71B
C/L BULKHEAD RECESS
5L7 X 4 X
"*8 52'-94"
4'-1"*
SCALE : NO SCALE
0 6" 1' 2'SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0" 0 6" 1' 2'SCALE : 1"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0"
D4
A1
B1
B4
SA501
D3
SA501
D1
SA501
D3
TYP.
G
TYP.
2-6
2-6
2-6
2-6
TYP.
(MAKE 1 AS SHOWN, MAKE 1 OPPOSITE HAND)
GENERAL NOTES
EL. 568.25
EL. 568.25
ALL SIDES
" PL4
3TYP
A N
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IN
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SC500
S
P A
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S
T Y
P S
P A
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IN
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D
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W E
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P A
C E
S
F
3" 1'-0"
Ø x
W E
L D
E D S
T U
D S
F
AND SAWCUT AFTER CONCRETE PLACEMENT.
7. CONTRACTOR MAY STITCH WELD THIS JOINT FOR INSTALLATION
OF THE RECESS FRAMES FOR THE FULL HEIGHT OF THE RECESS.
BETWEEN THE ENDS OF THE BULKHEADS AND THE INSIDE WALL
" GAP2
1 6. IT IS INTENDED TO POSITION RECESS TO ACHIEVE A 1
".2
1 ANOTHER MORE THAN
5. BULKHEAD RECESS SHALL NOT VARY IN ALIGNMENT WITH ONE
IN 10'-0".
"16
1 4. BULKHEAD RECESS SHALL NOT VARY FROM PLUMB MORE THAN
STEEL AFTER FABRICATION.
" O.C. CROSS BARS @ 4" O.C. GALVANIZED 16
3" x 3" @ 14
1 BARS 1
3. GRATING SHALL BE BEARING BAR GRATING WITH TYPE 1, BEARING
INSTALLATION.
2. BULKHEAD RECESS ASSEMBLIES SHALL BE FABRICATED BEFORE
BULKHEADS.
1. DIMENSIONS NOTED ARE CRITICAL FOR OPERATIONAL FIT OF
L O
C K
D
S A
U X
IL
IA
R Y
D1
STEEL GRATING
D2
PLAN BULKHEAD RECESS ASSEMBLY
D4
SECTION
B4
ELEVATION
A2
ELEVATION - BULKHEAD RECESS ASSEMBLY
A1
SECTION
B1
ELEVATION
/0
/2
W E
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IL
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
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1 x 2
1L 2 x 1
1 x 2
1L 2 x 1
BEAM POCKET
" PLATE4
BEAM POCKET
1 x 2
1L 2 x 1
"4
"4
"4
"8 5X 8 X 8
"2
1PLATE
"8 5 X 84
1X 6
"2
1PLATE
"2 1 X 74
1X 6
"2
1PLATE
" PLATE2
" PLATE2
"8
"8
"2 1 "2
1 "2
"2
"4
"4
7 8
"4
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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"
D2
TYP
TYP
EL. 554.0
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BEAM POCKET DETAIL
D2
SECTION
D3
BEAM POCKET DETAIL
/0
/2
W E
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IL
L
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O
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W A
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
" DIA. PIN4
1SHACKLES WITH 1
USE WITH LIFTING
PICK POINTS, REQUIRED
SEAL ANGLE
5L7 X 4 X
W6 X 25 " PLATE TYP.2
"8
"4
"4
"4
W10 X 77 W10 X 77
RECESS
C/L BULKHEAD
W16 X 77
WT4 X 29
COPED
WT4 X 29
" PLATE4
" BENT PLATE4
"4
"8
2'-10"
EL. 568.25
PLATE TYP.
" STIFF.2
" PLATE4
TYP.
W10 X 77
W16 X 77
S
P A
C E
S
S
P A
C E
S
TYP.
WT4 X 29
" PLATE2
W16 X 77
SHIMS TYP
6" X 12"
COPED TYP.
WT4 X 29
5'-3"
"2 15'-0
COPED
WT4 X 29
" PLATE4
COPED
WT4 X 29
WT4 X 29
(C O
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D
W T X
W T X
(C O
P E
D
WT4 X 29
W T X
(C O
P E
D
W T X
(C O
P E
D
WT4 X 29
(C O
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W T X
W T X
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(C O
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W T X
(C O
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W
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W T X
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WT4 X 29
WT4 X 29
(C O
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D
W T X
WT4 X 29
W T X
(C O
P E
D
RECESS
C/L BULKHEAD
3"
R
0 6" 1' 2'SCALE : 1"=1'-0" 0 6" 1' 2'SCALE : 1"=1'-0"
0 3" 6" 9" 12"SCALE : 3"=1'-0"
0 6" 1' 2'SCALE : 1"=1'-0"
SC503
C1
SC503
A1
SC503
A4
B1
A4 A3
GENERAL NOTES
TYP.
G
6-242
1 6-24
TYP.
(MAKE 1 AS SHOWN, MAKE 1 OPPOSITE HAND)
TYP.
TOGETHER TYP.
TACK WELD SHIMS
TO BEAM TYP.
TACK WELD SHIMS
TYP.
TYP.
TYP.
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W N
J C
Q
F
O T
E C
T
IO
N P
L A
T E A
S S
E M
B
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SC502
AT EL. 554.0
WELD TO START
AT EL. 554.0
WELD TO START
ARMOR, WITH THE 5-E-Z PAINT SYSTEM.
PAINT AFFECTED AREAS AFTER WELDING PROTECTION PLATE ASSEMBLY TO
PAST THE CHAMBER FACE OR ABOVE THE TOP OF THE LOCK WALL. TOUCH-UP
THE PROTECTION PLATE ASSEMBLY. THE PICKUP DEVICES SHALL NOT PROTRUDE
DEVICES SHALL BE SUPPLIED BY THE CONTRACTOR AND REMAIN ATTACHED TO
THE PROTECTION PLATE ASSEMBLY AND WELD TO THE ARMOR AS SHOWN. PICKUP
4. WHEN THE BULKHEAD RECESS IS COMPLETED, THE CONTRACTOR SHALL INSTALL
THE SHIMS SHALL THEN BE WELDED TO THE BEAMS AS SHOWN.
" FROM THE FACE OF THE LOCK CHAMBER.4
1 THE LOCK WALL AND SET BACK
SHIMS AS REQUIRED TO MAKE THE PROTECTION FRAME LEVEL WITH THE TOP OF
3. THE SHIM THICKNESS IS NOMINAL. THE CONTRACTOR SHALL ADD OR SUBTRACT
" MINIMUM UNLESS OTHERWISE SHOWN.16
52. ALL FILLET WELDS ARE
1. TWO PROTECTION PLATE ASSEMBLIES ARE REQUIRED
L O
C K
D
S A
U X
IL
IA
R Y
C1
PLAN - PROTECTION PLATE ASSEMBLY
B1
DETAIL
A3
SECTION
A4
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
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
D
2 3
C
4 5
A
B
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
W16 X 77
WT4 X 29
W16 X 77
BOLTS TYP.
" DIA.4
3A 325
BOLTS TYP.
" DIA.4
1A 325 1
BOLTS TYP.
" DIA.4
3A 325
W6 X 25
" PLATE STIFFENERS8
GRATING
GRATING
"2 15'-0
HEADED STUD TYP.
" X 6" WELDED2
SEE NOTE 3
TENSION MEMBERS
"4 1" X 2" X 2
1L1
LINER TYP.
" PLATE2
SEE NOTE 3
TENSION MEMBERS
" GRATING4
"4
"4 126""4
12"4 37 "2
"4
"2
"2
"2
"2
5"
"2
1'-1"
"4
"2
3"
"2
"2
"8
"2
"2
SEE NOTE 3
TENSION MEMBERS
SEE NOTE 4
SEE NOTE 1
" PLATE2
SEE NOTE 2
"4 1" X 2" X 2
1L1
LINER TYP.
" PLATE2
STIFFENER
" PLATE8
"2
"4
W10 X 77 W10 X 77
W X
W X
" PLATE2
1 " PLATE2
WT4 X 29
SHIMS TYP.
"4 31'-10"4
31'-10
4'-1"
"4 11'-5"4
11'-5
"2 14 "2
"8
"4 31"4
W16 X 77
SCALE : NO SCALE SCALE : NO SCALE
SCALE : NO SCALE
SCALE : NO SCALE 0 3" 6" 9" 12"SCALE : 3"=1'-0"
C3
B3
TYP.
TYP.
"16
TYP.
"4
GENERAL NOTES
HOLE.
" DIA.2
1" DIA. PIN, 14
1 SHACKLES WITH 1
4. PICK POINT REQUIRED USE WITH LIFTING
WITH AWS D1.5.
MEMBERS SHALL BE WELDED IN ACCORDANCE
ANY MEMBERS CONNECTED TO THEM. THESE
3. TENSION MEMBERS ARE THOSE SHOWN AND
OPENING.
" DIA.16
13" BOLTS HAVE A 4
32. ASTM A325
" DIA. OPENING.16
5" BOLT HAS 14
11. 1
EL. 568.25
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -C
X X
X .d g n
:0
:0
A
M
M V
R -A
P P
W P
L T
D
A T
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
S -C
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
O T
E C
T
IO
N P
L A
T E A
S S
E M
B L
Y S
E C
T
IO
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SC503
O
C K
D
S A
U X
IL
IA
R Y
C1
DETAIL
C3
DETAIL
B3
DETAIL
A4
DETAIL
A1
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
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
D
2 3
C
4 5
A
B
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
"32
10'-7"
"8
2'-4
"4
2'-2
"8
6'-0
"16 71'-1
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
C /L
SC701
C1
SC701
A1(INSIDE)
-.000
+.002
BORE 7"
SC701
A3
TYP.
BACK GOUGE
"4
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -C
X X
X .d g n
:0
:3
A
M
M V
R -A
P P
W P
L T
D
A T
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
S -C
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SC700
SC703-B1
SC702-D1
SC702-C1
SC702-C3 SC702-A1
SC703-C2
SC703-C1
SC702-A4
SC702-C4
SC702-D3
"16 110'-7
A N
C H
O R
A G
E P
L A
N
R
IV
E R W
A L L M
IT
E
R G
A T
E
"8 110 "16
71'-0"4 184""2
11'-14""2 11'-14"
C/L
C/L C/L C/L C/L C/L C/L C/L C/L
"8 73 4""2
11'-1 "8 72'-6
"8 36 "4
19 "4 19 "4
19 "4 19 "4
19 "4 19 "16
131'- "16 510 "16
151'-2 "8 510 "16
C/LC/LC/L
"16 510 "16
510 "16
AND SPECIFICATIONS.
7. WELD ACCESS HOLE GEOMETRY SHALL BE ACCORDING TO CURRENT AISC CODES
" DIA. IN AISC STANDARD HOLES.4
36. ALL BOLTS SHALL BE ASTM A325
DATE, AND INSPECTION RESULTS.
AND TYPE OF INSPECTION. WELD INSPECTOR'S NAME AND CERTIFICATION,
PROVIDED TO THE GOVERNMENT. REPORTS SHALL INCLUDE WELD LOCATION,
5. A PERMANENT RECORD OF EACH ULTRASONIC EXAMINATION SHALL BE
AND SATISFY AWS D1.5 ACCEPTANCE CRITERIA.
4. ALL FULL PENETRATION WELDS SHALL RECEIVE ULTRASONIC EXAMINATION
-CRITICAL MATERIAL FOR IMPACT TESTING TEMPERATURE ZONE 2.
SHALL CONFORM TO ASTM A709 SUPPLEMENTARY REQUIREMENT S84. FRACTURE
3. SC702-D1, SC702-D3, SC702-C1, SC702-C4 AND SC702-A4
REQUIRED TO BE ASTM A709 AS DESIGNATED IN NOTE 3.
OR ASTM A992, AS APPLICABLE, EXCEPT OF THE MEMBERS WHICH ARE
2. ALL EMBEDDIED ANCHORAGE MEMBERS SHALL BE ASTM A572 GRADE 50
MAKE (1) AS SHOWN AND (1) OPPOSITE HAND.
1. QUANTITIES SHOWN ARE FOR ONE ANCHORAGE, EXCEPT AS NOTED.
NOTES:
L O
C K
D
S A
U X
IL
IA
R Y
A1
RIVER WALL MITER GATE RECESS ANCHORAGE PLAN
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
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
D
2 3
C
4 5
A
B
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
WITH WASHERS AND NUT TYP.
" BOLT8
5" X 44
3ASTM A325
WITH WASHERS AND NUT TYP.
" BOLT4
1" X 54
3ASTM A325
WITH WASHERS AND NUT TYP.
" BOLT4
1" X 34
3ASTM A325
NUTS AND WASHERS
THREADED RODS WITH
ASTM A449 1" DIA.
WELD ACCESS HOLE
AISC APPROVED
CLEAR WEB TYP.
REQUIRED TO
TRIM WASHERS AS
GATE ANCHOR BAR
EXISTING MITER
NUTS AND WASHERS
THREADED RODS WITH
ASTM A449 1" DIA.
CLEAR WEB TYP.
REQUIRED TO
TRIM WASHERS AS
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"
BACK GOUGE
TYP
TYP.
TYP.
TYP.
TYP.
" RING SC703-A18
12 -
" RING SC703-A14
11 -
" RING SC703-A18
12 -
" RING SC703-A14
11 -
GENERAL NOTE
MINIMUM PRETENSION IS 20,000 POUNDS.
" DIA. BOLTS THE4
3 CRITICAL JOINTS. FOR ASTM A325
STEEL CONSTRUCTION MIN. BOLT PRETENSIONS FOR SLIP
SHALL BE PRETENSIONED ACCORDING TO AISC MANUAL OF
1. ALL BOLTS FASTENING EMBEDDED ANCHORAGE MEMBERS
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -C
X X
X .d g n
:0
:4
A
M
M V
R -A
P P
W P
L T
D
A T
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
S -C
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SC701
SC702-A4
SC702-D1
SC702-C1
SC702-C4
SC703-C1
SC702-A1
ANCHOR BEAM
SC702-C3
STIFFENER PLATE
PIN SC752-C5
SC702-D3
PIN PLATE
SC702-C1
SPACER
PIN PLATE
SC702-D1
EXTENSION
PIN PLATE
SC702-C3
STIFFENER PLATE
SC702-A1
ANCHOR BEAM
A N
C H
O R
A G
E S
E C
T
IO
N S
R
IV
E R W
A L L M
IT
E
R G
A T
E
L O
C K
D
S A
U X
IL
IA
R Y
C1
SECTION
A1
SECTION
A3
SECTION
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
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
D
2 3
C
4 5
A
B
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
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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
"2 17'-1
"16 53'-1 "16
34'-0
3'-
14 SPACES @ 3" 3 @ 3""8
"8
2" PLATE
-.000
+.002
BORE 7"
TO HOLD KEEPER PLATE
" DIA. BOLT8
5FOR
" DEEP8
7DRILL AND TAP
"2 13'-5
2'-8" "2
6""4 163 @ 3" "8
3""8
2" PLATE
"4 12'-2
3 @ 3""4 143 @ 3"2" 2"
2" PLATE
"4 12'-2
9""4 189"
2"2"
3 @ 3""4 143 @ 3"
S
P
"8
" PLATE2
6'-7"
14 SP @ 3" = 3'-6"2" "8
733 @ 3""4
143 @ 3""8 73 3"
2"
TOP VIEW
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
(MAKE 1) (MAKE 4)
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
(MAKE 4)
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
(MAKE 16)
0 3" 6" 9" 12"SCALE : 3"=1'-0"
(MAKE 1)
(MAKE 2)
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
(MAKE 2)
0 6" 1' 2'SCALE : 1 1/2"=1'-0"
W5 X 19
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -C
X X
X .d g n
:0
:0
A
M
M V
R -A
P P
W P
L T
D
A T
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
S -C
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SC702
9'-9"
"4
"16 71'-0"4
"2
"8 73 4" "2
11'-1 4" "2 11'-1 4"
" TYP.2
1X 4
"2 1" X 58
FACES
ACCESS
WELD
2" DIA. TYP. W10 X 54 3" DIA. TYP.
" TYP.2
1X 4
"4 3" X 98
SIDE VIEW
" DIA. TYP.16
CJP TYP CJP TYP
SB702-C3 TYP.
(MAKE 1)
A N
C H
O R
A G
E D
E T
A
IL
S I
R
IV
E R W
A L L M
IT
E
R G
A T
E
4"
"16 76"8
510"16 151'-2"16
510"16 131'-"4
19"4 19"4
19"4 19"4
19"4 19"8
"2 11'-1 "8
72'-6
"16 11'-53'-2""2
11'-6"2 11'-6"2
11'-6"8
" PLATE4
L O
C K
D
S A
U X
IL
IA
R Y
D1
SC702-D1 (PIN PLATE EXTENSION)
D3
SC702-D3 (PIN PLATE)
C1
SC702-C1 (PIN PLATE SPACER DETAIL)
C3
SC702-C3 (STIFFENER PLATE)
C4
SC702-C4 (INSIDE GUSSET PLATE)
SC702-A1 (ANCHORAGE BEAM)
A1 A4
SC702-A4 (OUTSIDE GUSSET PLATE)
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
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
D
2 3
C
4 5
A
B
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
"2 11'-10
"16 37"4
16 @ 2"4
"16 112'-2
"16 112'-2
FACES
ACCESS
WELD
W8 X 67
TOP VIEW
SIDE VIEW
TOP VIEW SIDE VIEW
4"
X 12" PLATE
1" X 12"
X 12" PLATE
1" X 4"
X 12" PLATE
1" X 12"
X 12" PLATE
1" X 4"
HOLE
WELD ACCESS
PLATE
" STIFFENER8
1'-3"
6""4
"4 138""4
"4 11"2
" DIA.16
DIA. HOLE
"4
1DRILL 1 " DIA.16
" R8
SIDE VIEW
TOP VIEW
W10 X 54
PLATE
C/L STIFF
PLATE
C/L STIFF
SIDE VIEWTOP VIEW
"16
10"
"8
" PLATE2
SCALE : NO SCALE SCALE : NO SCALE
0 1' 2' 4'SCALE : 1"=1'-0"
A
")8
1(MAKE 8 -
")4
1(MAKE 4 -
M
A K
E
M
A K
E
(MAKE 4)
GENERAL NOTES
(MAKE 1)
TYP
(MAKE 4)
0 3" 6" 9" 12"SCALE : 3"=1'-0"
(MAKE 1)(MAKE 1)
0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
A N
S I
D m v r-a p p w p lt \P
W iC
S S h a re
\3
\4
\M
R S -C
X X
X .d g n
:0
:3
A
M
M V
R -A
P P
W P
L T
D
A T
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
S -C
X X
X .d g n
C H J
B
S
H O
W N
J C
Q
F
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SC703
SC703-A3
STIFFENER PLATE
AND MITER ANCHORAGE.
QUANTITIES FOR BOTH THE RECESS ANCHORAGE
1. MARK NUMBERS SC703-B3 AND SC703-A1 INCLUDE
A N
C H
O R
A G
E D
E T
A
IL
S I I
R
IV
E R W
A L L M
IT
E
R G
A T
E
" Ø HOLE16
" Ø HOLE 16
L O
C K
D
S A
U X
IL
IA
R Y
C1
SC703-C1 (ANCHORAGE FRAME STRUT)
C2
SC703-C2 (LEVELING ANGLE)
B3
SC703-B3 (KEEPER PLATE)
B1
SC703-B1 (END BEAM)
A1
SC703-A1 (RINGS)
A2
SC703-A3 (STIFFENER PLATE)
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®of Engineers
US Army Corps of Engineers
US Army Corps
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SC704
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SUPPLIED SUPPORT AND LEVELING PROVISIONS.
TO ENSURE SUPPORT AND LEVELING SYSTEM IS ADEQUATE, EVEN IF USING THE
IS RESPONSIBLE FOR ENSURING CORRECT INSTALLATION OF ANCHORAGE, AND
SC706-C3, SC706-C4, SC706-A1, AND SC706-A4. CONTRACTOR
TO EMBEDDED ANCHORAGE MEMBERS: SC706-D1, SC706-D3, SC706-C1,
PRIOR TO CONCRETE PLACEMENT. NO TEMPORARY SUPPORTS SHALL BE WELDED
AND MAY INCORPORATE DIFFERENT METHODS TO SUPPORT AND LEVEL ANCHORAGE
ANCHORAGE. THE CONTRACTOR IS NOT REQUIRED TO USE THESE PROVISIONS
8. TEMPORARY SUPPORT AND LEVELING PROVISIONS ARE INCORPORATED INTO
AND SPECIFICATIONS.
7. WELD ACCESS HOLE GEOMETRY SHALL BE ACCORDING TO CURRENT AISC CODES
" DIA. IN AISC STANDARD HOLES.4
36. ALL BOLTS SHALL BE ASTM A325
DATE, AND INSPECTION RESULTS.
AND TYPE OF INSPECTION. WELD INSPECTOR'S NAME AND CERTIFICATION,
PROVIDED TO THE GOVERNMENT. REPORTS SHALL INCLUDE WELD LOCATION,
5. A PERMANENT RECORD OF EACH ULTRASONIC EXAMINATION SHALL BE
AND SATISFY AWS D1.5 ACCEPTANCE CRITERIA.
4. ALL FULL PENETRATION WELDS SHALL RECEIVE ULTRASONIC EXAMINATION
-CRITICAL MATERIAL FOR IMPACT TESTING TEMPERATURE ZONE 2.
SHALL CONFORM TO ASTM A709 SUPPLEMENTARY REQUIREMENT S84. FRACTURE
3. SC706-D1, SC706-D3, SC706-C1, SC706-C4 AND SC706-A4
REQUIRE TO BE ASTM A709 AS DESIGNATED IN NOTE 3.
OR ASTM A992, AS APPLICABLE, EXCEPT OF THE MEMBERS WHICH
2. ALL EMBEDDIED ANCHORAGE MEMBERS SHALL BE ASTM A572 GRADE 50
MAKE (1) AS SHOWN AND (1) OPPOSITE HAND.
1. QUANTITIES SHOWN ARE FOR ONE ANCHORAGE, EXCEPT AS NOTED.
NOTES:
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I-WALL MITER GATE RECESS ANCHORAGE PLAN
8'-
2'-
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"4
CJP
(TYP)
CJP
CJP
SC705
A3
SC705
C1
SC705
A1
SC707-A3
SC707-B4
SC707-C4
SC706-A1
SC707-C2
SC707-A4
SC707-B1
SC706-C1
SC706-D1
SC707-C1
SC706-A4
SC706-D3
SC706-C3
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®of Engineers
US Army Corps of Engineers
US Army Corps
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WITH WASHERS AND NUT TYP.
" BOLT8
5" X 44
3ASTM A325
WITH WASHERS AND NUT TYP.
" BOLT4
1" X 54
3ASTM A325
WITH WASHERS AND NUT TYP.
" BOLT4
1" X 34
3ASTM A325
WELD ACCESS HOLE
AISC APPROVED
CLEAR WEB TYP.
REQUIRED TO
TRIM WASHERS AS
GATE ANCHOR BAR
EXISTING MITER
CLEAR WEB TYP.
REQUIRED TO
TRIM WASHERS AS
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"
TYP.
TYP.
" RING SC707-A18
12 -
" RING SC707-A14
11 -
" RING SA703-A18
12 -
" RING SA703-A14
11 -
GENERAL NOTE
MINIMUM PRETENSION IS 20,000 POUNDS.
" DIA. BOLTS THE4
3 CRITICAL JOINTS. FOR ASTM A325
STEEL CONSTRUCTION MIN. BOLT PRETENSIONS FOR SLIP
SHALL BE PRETENSIONED ACCORDING TO AISC MANUAL OF
1. ALL BOLTS FASTENING EMBEDDED ANCHORAGE MEMBERS
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SC705
SC706-A4
SC706-D1
SC706-C1
SC706-C4
SC707-C1
SC706-A1
ANCHOR…
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