A22-PLAN_SET_SOL-2022-03-28-VALVE_RCESS.pdf
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- Attached to
- Illinois River Basin Dresden Island Lock and Dam; Morris, Will County, Illinois; Lock Rehabilitation
- Solicitation number
- W912EK22R0008
About this file
This solicitation package includes plans and drawings for a lock rehabilitation project at Dresden Island Lock and Dam on the Illinois River. The project involves replacement of a miter gate, miter gate machinery, electrical systems, and dewatering of the lock chamber under the base requirement. An option is also specified for replacement of fairleads and checkposts. The Army Corps of Engineers Rock Island District is the contracting agency. Submittals are due by March 28, 2022 with award anticipated thereafter. Plans detail demolition, new construction, and installation work required.
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SECTION - I - WALL VALVE RECESS DEMOLITIONSD302
SECTION - LANDWALL VALVE RECESS DEMOLITIONSD301
PLAN - DOWNSTREAM LANDWALL DEMOLITIONSD106
PLAN - DOWNSTREAM I-WALL DEMOLITIONSD105
PLAN - UPSTREAM LANDWALL DEMOLITIONSD104
PLAN - UPSTREAM I-WALL DEMOLITIONSD103
PLAN - DOWNSTREAM DEMOLITIONSD102
PLAN - UPSTREAM DEMOLITIONSD101
DETAIL - VALVE RECESS GRATING S-521
DETAIL - VALVE RECESS BEAMS S-520
DETAIL - VALVE AND BULKHEAD FRAME RUN PLATESS-512
DETAIL - VALVE AND BULKHEAD FRAME S-511
DETAIL - VALVE RECESS BULKHEAD INSTALLATIONS-508
DETAIL - VALVE RECESS REINFORCINGS-507
DETAIL - VALVE RECESS REINFORCINGS-506
DETAIL - PRECAST SEGMENT 1 S-505
DETAIL - PRECAST SEGMENT 2 S-504
DETAIL - PRECAST SEGMENT 3 S-503
DETAIL - PRECAST SEGMENT 4 S-502
ASSEMBLY - PRECAST SEGMENT S-501
SECTION - VALVE RECESS VALVE AND BULKHEAD INSTALLATIONS-350
SECTION - VALVE RECESS BEAMS AND GRATINGS-320
SECTION - VALVE RECESS S-301
PLAN - VALVE RECESS BEAMS AND GRATINGS-120
PLAN - LANDWALL DOWNSTREAM S-106
PLAN - I-WALL DOWNSTREAM S-105
PLAN - LANDWALL UPSTREAM S-104
PLAN - I-WALL UPSTREAM S-103
PLAN - DOWNSTREAM S-102
PLAN - UPSTREAM S-101
SECTION - UPSTREAM VALVE MACHINERY DEMOLITIONMD301
PLAN - UPSTREAM DEMOLITIONMD101
SECTION - UPSTREAM VALVE MACHINERY NEW WORKM-301
PLAN - UPSTREAM NEW WORKM-101
COVER SHEET G-001
SHEET TITLESHEET ID
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LOCK REHABILITATION
GRUNDY COUNTY, IL
DRESDEN ISLAND LOCK AND DAM
ILLINOIS RIVER BASIN
ROCK ISLAND DISTRICT
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0 8'4' 16'
EL 471.0EL 471.0
EL 510.0
EL 510.0
EL 470.0
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MITER GATE RECESS
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SEE BUBBLER PLAN SET
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EL 468.0
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28+54.00
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EL 510.0
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SEE BUBBLER PLAN SET
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GENERAL SHEET NOTES
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ANCHORAGE INSTALLATIONS.
COORDINATE SCHEDULE WITH GALLERY INFILL AND MITER GATE 2.
INFILL.
A1 DEPICTS PROJECT COMPLETION. A11 IS SHOWN PRIOR TO CONCRETE 1.
GENERAL SHEET NOTES
SEE MG INSTALL PLANSET
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HEIGHT. STAGGER ROWS. EMBED 9" IN
#4B @ 2'-0" VERTICAL SPACING FOR FULL
PLACEMENT, SEE S-120-A1
FOR BEAM AND GRATING
S-301
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A1 DEPICTS PROJECT COMPLETION. A11 IS SHOWN PRIOR TO CONCRETE 1.
GENERAL SHEET NOTES
A11
SCALE: 1/2" = 1'-0"
PLAN - LANDWALL UPSTREAM
0 2' 4'1'SCALE: 1/4" = 1'-0"
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0 4' 8'2'
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FOR BEAM AND GRATING
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4'-7 1/2 "
2 SP @ 1'-0" = 2'-0"
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SCALE: 1/4" = 1'-0"
PLAN - I-WALL DOWNSTREAM
0 2' 4'1'
INFILL.
A1 DEPICTS PROJECT COMPLETION. A11 IS SHOWN PRIOR TO CONCRETE 1.
GENERAL SHEET NOTES
A1
SCALE: 1/4" = 1'-0"
PLAN - I-WALL DOWNSTREAM
0 4' 8'2'
C PRECAST UNITS
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#4B @ 2'-0" VERTICAL SPACING FOR FULL
PLACEMENT, SEE S-120-A1
FOR BEAM AND GRATING
8"
2 SP @ 1'-0" = 2'-0"
4'-7 1/2 " 4'-10"1'-0"
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SCALE: 1/2" = 1'-0"
PLAN - LANDWALL DOWNSTREAM
0 2' 4'1'
INFILL.
A1 DEPICTS PROJECT COMPLETION. A11 IS SHOWN PRIOR TO CONCRETE 1.
GENERAL SHEET NOTES
A1
SCALE: 1/4" = 1'-0"
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PLACEMENT, SEE S-120-A1
FOR BEAM AND GRATING
MONOLITH JOINTS-301
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M A
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D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
B E
A M
S A
N D G
R A
T
IN
G
V A
L V
E R
E C
E S
S
P L
A N
S-120
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
SCALE: 1/2"=1'-0"
PLAN - GRATING
0 2' 4'1'
PANELC L
CAST-IN-PLACE CONCRETE
PLAN - BEAMS
0 2' 4'1'
EXISTING CONCRETE
S-520-A17 S-520-A1
S-521-A1 S-521-A5
TYP OF 4
TYP OF 2
EXISTING CONCRETE
CAST-IN-PLACE CONCRETE
S-521-M11
S-521-A9
S-521-A13
OPEN
S-521-M5
S-521-H5
DETAIL CONCRETE ANCHORS
SCALE: 1/2"=1'-0"H1
OVER PRECAST CONCRETE
CAST-IN-PLACE CONCRETE TOPPING
CAST-IN-PLACE CONCRETE
#4 BAR
PANELC L
EXISTING CONCRETE
RECESS AREAS.
WORK SHOWN ON THIS SHEET IS TYPICAL OF ALL FOUR VALVE1.
GENERAL SHEET NOTES
SPAN
SPAN
SPAN
SPAN SPAN
SPAN SPAN
SPAN
SPAN SPAN
SPAN
SPAN
S-521-M11
S-521-M1
0 2' 4'1'
4'-8 5/8 " 3'-2" 3'-3 5/8 "
CL CL CL CL
S-521-H5
CONCRETE
OVER PRECAST
CONCRETE TOPPING
CAST-IN-PLACE
S-320
D1
S-320
A11
S-320
A1
S-320
D1
S-320
D1
S-320
A1
S-320
D1
S-320
D11
S-320
D1
S-320
D1
S-320
D1
S I
D
S O
L
IC
IT
A
T
IO
N
L O
C K
R E
H A
B
IL
IT
A
T
IO
N
G R
U N
D Y
C O
U N
T Y
IL
D R
E S
D E
N I
S L
A N
D L
O C
K A
N D
D A
M
IL
L
IN
O
IS
R
IV
E
R B
A S
IN
/0
/2
R O
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
C A
M P
B E
V
L V
E R
E C
E S
S
S E
C T
IO
N
S-301
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W
E K
R
SCALE: 1/2" - 1'-0"
SECTION - UPSTREAM INTERMEDIATE WALL
A11
SECTION - DOWNSTREAM INTERMEDIATE WALL
MACHINERY
FOR INFORMATION OF VALVE
SEE MECHANICAL PLAN SET
ROWS, (8) #6B
3 EVENLY SPACED ROWS, (8) #6B
2 EVENLY SPACED
(12) #6B
1 ROW OF
(12) #6B
1 ROW OF
(12) #6B @ 8 '-0" 2 ROWS @ 1'-0" OF (12) #6B (8) #6B
(8) #6B
ROWS, (8) #6B
2 EVENLY SPACED
(12) #6B @ 8 '-0" 2 ROWS @ 1'-0" OF (12) #6B (8) #6B
ROWS, (8) #6B
3 EVENLY SPACED
(8) #6B
(12) #6B
1 ROW OF
(12) #6B
1 ROW OF
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
0 2' 4'1' 0 2' 4'1'
FLOW
S-501-A1
EL 472.5
VALVE SILL
EL 473.5
VALVE SILL
FLOW
S-510-A1
S-501-A1
EL 510.00
TOW
THE PRECAST UNIT.
PROVIDE A 4" CLR TO ALL FINISHED S-R FACES AND A MINIMUM 2 1/2" CLR TO
EMBED ALL #6 BARS 1'-3" IN EPOXY GROUT. EVENLY SPACE ALL ROWS. 5.
WITHIN DEFLECTION LIMITATIONS.
COMPUTATIONS ARE SUBMITTED SHOWING A LARGER LIFT CAN BE PLACED
ALL INFILL CONCRETE TO BE SCC AT A MAXIMUM 5'-3 " LIFTS, UNLESS 4.
SEGMENT 1.
TRANSITION FROM EXISTING CULVERT GEOMETRY TO THE PRECAST
PLACE CONCRETE AT CULVERT FLOOR AS INDICATED. PROVIDE A SMOOTH 3.
SUPPORT SEGMENT PRIOR TO PLACING INFILL CONCRETE.
ALIGNMENT OF VALVE AND BULKHEAD SLOTS. SHIM OR OTHERWISE
DESIGNATED ELEVATION. PLACE SEGMENTS LEVEL TO PROVIDE PROPER
LOCATE PRECAST SEGMENT 1 SUCH THAT THE VALVE SILL IS AT THE 2.
INTERMEDIATE WALL AS SHOWN, LANDWALL OPPOSITE HAND.1.
GENERAL SHEET NOTES
EL 471.0
REMOVAL LIMIT
EL 471.0
REMOVAL LIMIT
S-510-A1
S-320
A1
S I
D
S O
L
IC
IT
A
T
IO
N
L O
C K
R E
H A
B
IL
IT
A
T
IO
N
G R
U N
D Y
C O
U N
T Y
IL
D R
E S
D E
N I
S L
A N
D L
O C
K A
N D
D A
M
IL
L
IN
O
IS
R
IV
E
R B
A S
IN
/0
/2
R O
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
C A
M P
B E
L L
B E
A M
S A
N D
G R
A T
IN
G
V A
L V
E R
E C
E S
S
S E
C T
IO
N
S-320
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W
E K
R
SECTION - BEAM CENTER
SECTION - MACHINERY SUPPORT PLATES
SCALE: 1"=1'-0"
/8
CAST-IN-PLACE CONCRETE
PRECAST CONCRETE
HEX HEAD, EMBED 2'-8"
ANCHOR BOLT WITH HEAVY
1" DIA ASTM F1554 GRADE 55
SECTION - EMBED ANGLES
SCALE: 6"=1'-0"
D11
S
P
2 SP
EXTEND 6" INTO CAST-IN-PLACE CONCRETE WITH STANDARD HOOK
#4 EMBEDDED 10" USING EPOXY GROUT
CAST-IN-PLACE CONCRETE
CONCRETE
PRECAST
GALVANINZED
L2"x2"x1/2"
1/2"x4" STUD ANCHOR @ 2'-0"
H1
SCALE: 1 1/2"=1'-0"
SECTION - CAST-IN-PLACE ABOVE PRECAST
1'-2"
MACHINERY BASE
EXISTING VALVE
(TYP)
3/4" DIA A325 BOLT
D1
SCALE: 1/2"=1'-0"
SECTION - BEAM END
10"10"
3"
(2) 3/8" PL @ 9"
PL 5/8"x3"x10"
10"
5"
EACH PLATE (GALVANIZED)
WITH 6" (+/-) SPACE BETWEEN
(3) 1/2"x10"x2'-6" PLATES
@2'-0" LONGITUDINAL
@5" TANSVERSE
WELDED STUDS
Ø1/2"x5"
PRECAST SEGMENT
CAST-IN-PLACE CONCRETE
TYP
EVENLY SPACED
(3) #6 BARS
EPOXY GROUT
EMBED 6" IN
#6@12"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
0 2' 4'1'
(TYP)
TOW EL 510'-0"
@ 6"
S-520-A1
S-520-A13
S-520-A17
S-520-A1
S-520-A1
3"0 6"1-1/2"
0 1' 2'6"
0 2' 4'1'
1' 2'0 6"
S-320
D11
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
S-503-A1
S-504-A1
S-503-A1
S-504-A1
S-510-A1
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
V A
L V
E A
N D B
U L
K H
E A
D I
N S
T A
L L
A T
IO
N
V A
L V
E R
E C
E S
S
S E
C T
IO
N
S-350
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
SECTION - VALVE INSTALLATION
SCALE: 1 1/2" = 1'-0"
SECTION - BULKHEAD INSTALLATION
A8
1' 2'0 6" 1' 2'0 6"
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
E C
A S
T S
E G
M E
N T
A S
S E
M B
L Y
S-501
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
SCALE: 3/8"=1'-0"
ASSEMBLY - PRECAST SEGMENT ASSEMBLY
4'0 2' 8'
S-505-A1
S-504-A1
S-502-A1
BULKHEAD RECESS
BULKHEAD RECESS
VALVE RECESS
DETAIL - EMBEDDED STEEL
SCALE: 3/8"=1'-0"
4'0 2' 8'
S-510-H1
S-510-A1
ONE ASSEMBLY SHOWN. FOUR TOTAL REQUIRED.4.
PROVIDE EPOXY COATED BARS IN PRECAST PANELS.3.
THE KTR. CLOUD ANY CHANGES IN THE SUBMITTAL.
DESIGN OF SHIPPING AND HANDLING LOADS AND IS THE RESPONSIBILITY OF
THE MINIMUM REQUIRED. ADDITIONAL REINFORCING MAY BE REQUIRED FOR
REINFORCING SHOWN THROUGHOUT THE VLVRECS PLAN SET REPRESENTS 2.
3" MINIMUM CHAMFER ON ALL ACUTE TRANSITIONS.1.
GENERAL SHEET NOTES
SHEET KEYNOTES
GRIND FLUSH WITH ADJOINING PLATES. SEE SPECIFICATIONS.
AN EPOXY-BASED COMPOSITE SUITABLE FOR STAINLESS STEEL REPAIR.
AFTER INSTALLATION OF THE SEGMENTS, FILL VOID BETWEEN PLATES WITH 2.
INUNDATION ON ALL CONTACT SURFACES. SEE SPECIFICATIONS.
COMPOSITE ADHESIVE SUITABLE FOR CONCRETE SURFACES AND
DURING INSTALLATION OF THE SEGMENTS, APPLY AN EPOXY-BASED 1.
S-510-H1
S-510-H1
16'-5 1/8 "
S-503-A1
S-512-A1
S-512-H1
S-512-A9
S-512-H5
S-512-A5
SEGMENT 1
SEGMENT 2
SEGMENT 3
SEGMENT 4
BULKHEAD RECESS
S-512-A9
S-512-A1
S-511-H5
TYP AS SHOWN
HYDROPHILIC SEAL
RECESS
BULKHEAD RECESS
BULKHEAD
RECESS
VALVE
CULVERT
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
E C
A S
T S
E G
M E
N T
D E
T A
IL
S-502
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
DETAIL - PRECAST SEGMENT 4 PLAN
10"8"
1'-8" 1'-8"
3'-2" 3'-10 7/8 " 3'-5 1/4 " 2'-9" 3'-2"
10" 8"
2" CHAMFER TYP
8 5/8 "11 3/4 "
0 2' 4'1'
H1
SCALE: 1/2"=1'-0"
DETAIL - PRECAST SEGMENT 4 SECTION
0 2' 4'1'
" 8
H11
SCALE: 1/2"=1'-0"
DETAIL - PRECAST SEGMENT 4 ELEVATION
0 2' 4'1'
A11
SCALE: 1 1/2"=1'-0"
DETAIL - REINFORCEMENT
1'-9" 8"
1' 2'0 6"
3'-2"2'-9"3'-7 1/4 "3'-8 7/8 "
C SEGMENTL
#4B @ 1'-0" EACH FACE
" 6
/1
/1
8"
1'-2" 1'-8 7/8 " 1'-2"
1'-2" 1'-0" 1'-2"
C VALVE RECESSL
BEAM POCKETS
BLOCK OUT FOR
6 1/2 "
C PLL
C PLL
6 1/2 "
C PLL
1'-0 11/16 "
S-512-A1 S-512-A1
S-512-A5
16'-8 1/4 "
C VALVE RECESSL1'-2 1/4 "
2'- 0"
#4B @ 1'-0" EACH FACE TYP
/1
8 7/8 "
S-507
A1
H1
H11
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
A N
S I
D
S O
L
IC
IT
A
T
IO
N
L O
C K
R E
H A
B
IL
IT
A
T
IO
N
G R
U N
D Y
C O
U N
T Y
IL
D R
E S
D E
N I
S L
A N
D L
O C
K A
N D
D A
M
IL
L
IN
O
IS
R
IV
E
R B
A S
IN
/0
/2
R O
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
C A
M P
B E
E C
A S
T S
E G
M E
N T
D E
T A
IL
S-503
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W
E K
R
DETAIL - PRECAST SEGMENT 3 PLAN
/4
16'-5 1/8 "
10"8"
1'-8" 1'-8"
3'-2" 3'-10 7/8 " 3'-5 1/4 " 2'-9" 3'-2"
10" 8"
TYP
2" CHAMFER
8"8"
0 2' 4'1'
H1
SCALE: 1/2"=1'-0"
DETAIL - PRECAST SEGMENT 3 SECTION
0 2' 4'1'
" 8
/8
/8
H11
SCALE: 1/2"=1'-0"
DETAIL - PRECAST SEGMENT 3 ELEVATION
0 2' 4'1'
1'-9" 8"
A11
SCALE: 1 1/2"=1'-0"
DETAIL - REINFORCEMENT
1'-9" 8"
1' 2'0 6"
3'-2"2'-9"3'-10 3/8 "3'-8 7/8 "
PANEL CL
8"
#4B @ 1'-0" EACH FACE
#4B @ 1'-0" EACH FACE
C PLL
6 1/2 "
C PLL
6 1/2 "
C PLL
S-512-A9 S-512-A9
/4
C VALVE RECESSL
1'-0 5/8 "
S-512-A5
1'-0 5/8 "
2'- 0"
#4B @ 1'-0" EACH FACE
/4
#4 EACH FACE TYP
#4 EACH FACE
1'-0 5/8 "1'-0 5/8 "
H1
S I
D
S O
L
IC
IT
A
T
IO
N
L O
C K
R E
H A
B
IL
IT
A
T
IO
N
G R
U N
D Y
C O
U N
T Y
IL
D R
E S
D E
N I
S L
A N
D L
O C
K A
N D
D A
M
IL
L
IN
O
IS
R
IV
E
R B
A S
IN
/0
/2
R O
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
C A
M P
B E
E C
A S
T S
E G
M E
N T
D E
T A
IL
S-504
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W
E K
R
DETAIL - PRECAST SEGMENT 2 PLAN
16'-5 1/8 "
10"8"
1'-8"
2'-1 1/4 "
1'-8"
3'-2" 3'-10 7/8 " 3'-5 1/4 " 2'-9" 3'-2"
10" 8"
2" CHAMFER TYP
8"8"
H1
SCALE: 1/2"=1'-0"
DETAIL - PRECAST SEGMENT 2 SECTION
" 8
/8
/1
H11
SCALE: 1/2"=1'-0"
DETAIL - PRECAST SEGMENT 2 ELEVATION
1'-9" 8"
A11
SCALE: 1 1/2"=1'-0"
DETAIL - REINFORCEMENT
1'-9" 8"
3'-2"2'-9"3'-7 1/4 "3'-8 7/8 "
7"7"
8"
7" 7"
#4B @ 1'-0" EACH FACE
#4B @ 1'-0" EACH FACE
/1
6 1/2 " 6 1/2 "
2'- 0"
#4B @ 1'-0" EACH FACE
1'-0 5/8 " 1'-0 5/8 "
1'-0 5/8 "
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C O
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
0 2' 4'1'
0 2' 4'1' 0 2' 4'1'
1' 2'0 6"
PANELC L
C VALVE RECESSL
C PLL C PLL
C VALVE RECESSL
S-511-H5
S-512-A9
S-512-A9
S-511-H5
S-512-A9
H1
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
E C
A S
T S
E G
M E
N T
D E
T A
IL
S-505
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
DETAIL - PRECAST SEGMENT 1 PLAN
16'-5 1/8 "
1'-5"8"
1'-1" 1'-1"
3'-2" 3'-10 7/8 " 3'-5 1/4 " 2'-9" 3'-2"
1'-5" 8"
2" CHAMFER TYP
8"
0 2' 4'1'
/1
" 8
/4
C SEGMENTL
H1
SCALE: 1/2"=1'-0"
DETAIL - PRECAST SEGMENT 1 SECTION
0 2' 4'1' H11
SCALE: 1/2"=1'-0"
PRECAST SEGMENT 1 ELEVATION
0 2' 4'1'
1'-9" 8"
1'-9"8"
A11
SCALE: 1/2"=1'-0"
SECTION -PRECAST SEGMENT 1
0 2' 4'1'
10"
#4B @ 1'-0" EACH FACE
#4B @ 1'-0" EACH FACE
3 1/8 "
RECESS
C VALVE L
1'-0 5/8 "
S-512-H5
S-512-H5
S-512-H1
#4B @ 1'-0" EACH FACE
6 1/2 "
C PLL
C PLL
6 1/2 "
C PLL
1'-0 5/8 "
/1
1'-0 5/8 "
8"
9 1/2 "
2" CHAMFER
3" CHAMFER
S-506
A1
S-506
A7
H1
H11
A11
S-506
A13
S-506
E7
S-506
E1
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
S-510-A1
S-510-A1
S-510-H1
S-510-H1
S-510-H11
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
R E
IN
F O
R C
IN
G
V A
L V
E R
E C
E S
S
D E
T A
IL
S-506
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
SECTION - VALVE SILL
SECTION - BULKHEAD SILL
A7
SECTION - VALVE HEADER
E1
SECTION - LINTLE
A13
SECTION - BULKHEAD HEADER
E7
C L
R
C L
R
3" CLR 3" CLR
2" CLR 3" CLR
C L
R
C L
R
C L
R
C L
R
2" CLR 2" CLR
1'-10 1/8 "
8"
10"
4" CLR
C L
R
C L
R
10" MAX
#3 STIRRUPS @
6" MAX
#3 TIE @
(4) #6 BARS
#4 STIRRUPS @
(6) #4 BARS
(8) #4 BARS
1'-5"
1'-5"
(4) #4 BARS
AND BOTTOM
#4 TOP
1' 2'0 6" 1' 2'0 6" 1' 2'0 6"
1' 2'0 6"1' 2'0 6"
STAGGER WITH STUDS
ENDS BENT AT 2" @1'-0"
PROVIDE Z-STRAPS 10" LONG WITH
(2) #4B BARS
C L
2" CLR
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
R E
IN
F O
R C
IN
G
V A
L V
E R
E C
E S
S
D E
T A
IL
S-507
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
SCALE: 1" = 1'-0"
SECTION - SEGMENTS 2, 3, AND 4
J1
SCALE: 1" = 1'-0"
SECTION - SEGMENT 1
FOR SEGMENT 4, VERTICALLY SPACE @ 6" FOR TOP (4) ROWS.6.
VERTICALLY SPACE @ 2'-0" FOR ALL SEGMENTS. 5.
REINFORCING TO BE CONTINUOUS AT CORNER.4.
COATED BARS.
PROVIDE HOOKS AND LAP SPLICES AS NEEDED PER ACI 318 FOR EPOXY 3.
ALL BARS TO BE EPOXY COATED.2.
B. FACES NOT PERMANENTLY EXPOSED: 1 1/4"
A. FACES PERMANENTLY EXPOSED: 2 1/2"
PROVIDE MINIMUM CLEAR COVER.1.
GENERAL SHEET NOTES
0 1' 2'6"
0 1' 2'6"
ALL AROUND
#4 @ 1'-0"
SEE NOTE 5
#4B EVENLY SPACED AS SHOWN
SEE NOTE 5
(13) #4B EVENLY SPACED AS SHOWN
T Y
P
UNLESS NOTED OTHERWISE
#4 @ 1'-0" ALL AROUND
TYP OF (4)
SEE NOTE 6
#6 @ 0'-6"
#6 @ 0'-6"
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
S-511-A5
S-511-A1
S-511-A5
S-511-A1
S-511-H9
S-512-G9 S-512-G9
S-511-H9
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
B U
L K
H E
A D I
N S
T A
L L
A T
IO
N
V A
L V
E R
E C
E S
S
D E
T A
IL
S-508
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
SECTION - BULKEAD RECESS
A9
SECTION - BULKEAD RECESS
0 2' 4'1' 0 2' 4'1'
12'-6"
/2
L SEGMENTC
6'-0"
/2
L GUIDE BRACKETC
5'-4 1/4 "
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L V
E A
N D B
U L
K H
E A
D F
R A
M E
A S
S E
M B
L Y
S-510
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
ASSEMBLY - BULKHEAD FRAME
0 2' 4'1'
13'-6"
S-511-H1
S-511-A9
S-511-H1
S-511-A1
S-517-H17
S-511-A1
S-511-A5
S-511-A17
S-511-A13 S-511-A13
SCALE: 1/2" = 1'-0"
ASSEMBLY - VALVE FRAME SECTION - VALVE FRAME
SCALE:
A15
0 2' 4'1'
/8 " 3/4 "
S-511-H13
STAINLESS STEEL HEX-HEAD BOLTS
Ø3/4" F1325 GR A325
STAINLESS STEEL CSK BOLTS
Ø3/4" F1325 GR A325
6"0 3" 1'
HEADED BOLTS FOR ALL DETAILED COUNTERSUNK HOLES.
PROVDE 3/4"Ø ASTM A193 GR B8M CLASS 1 TYPE 316 COUNTERSUNK FLAT 1.
GENERAL SHEET NOTES
1'-0 11/16 " 10'-0" 1'-0 11/16 "
/8
S-511-A13
S-510-H11
Ø 1/2"x6" SS316L HCA, TYP C10x25
S-511-H13 S-511-H13
ASTM A276 TYPE 316/316LVALVE HEADER CHANNEL41S-510-H111
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.ITEM
BILL OF MATERIALS
6" 9 SPA @ 1'-0" = 9'-0"
10'-0"
0 1' 2'6"
A15
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L V
E A
N D B
U L
K H
E A
D F
R A
M E
D E
T A
IL
S-511
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
S-511-A1 0 2' 4'1' A5
S-511-A5
0 2' 4'1' 0 2' 4'1'SCALE: 1/2"=1'-0"
A9
0 2' 4'1'SCALE: 1/2"=1'-0"
S-511-A13
0 2' 4'1'SCALE: 1/2"=1'-0"
A17
SCALE: 3"=1'-0"
C12x20.7
C10x15.3
L6x6x3/8
L6x3 1/2x3/8
L6x6x3/8
/8
/8
7"
S
P A
6"0 3" 1'
TYP
HCA ANCHOR
1/2"Øx8" SS316L
TYP
HCA ANCHOR
1/2"Øx8" SS316L
2" 2"3"
/2
/1
2"
2"
13/16 "
13/16 " COUNTERSUNK
/1
S
P A
/1
2"3"2"
/2
13/16 " COUNTERSUNK
/1
/1
3/
/8
/8
H5
0 2' 4'1' 0 2' 4'1'SCALE: 1/2"=1'-0"
H9
S-511-H9
S
P A
C E
S
TYP
HCA ANCHOR
1/2"Øx6" SS316L
4" 4" CLCHANNEL
HCA ANCHOR TYP
1/2" Ø X 8" SS 316L
1'-6"
" M
IN
'-0
M
IN
7" 1 1/4 "
/2
8"
4"2"
1" 1"
/2
/2
S-511-H9-2
S-511-H9-1
CHAMFER
1/4"
1/2" PL
3/4" PL
ASTM A276 TYPE 316/316LBH HEADER82S-511-H1711
ASTM A276 TYPE 316/316LVALVE GUIDE PLATE82S-511-H1310
ASTM A276 TYPE 316/316LBH GUIDE PLATE 1/2" R328S-511-H9-29
ASTM A276 TYPE 316/316LBH GUIDE 3/4" R328S-511-H9-18
ASTM A276 TYPE 316/316LSEG 2 BH PLATE164S-511-H67
ASTM A276 TYPE 316/316LVALVE CLIP ANGLE82S-511-H16
ASTM A276 TYPE 316/316LVALVE TOP ANGLE82S-511-A175
ASTM A276 TYPE 316/316LVALVE SILL ANGLE82S-511-A134
ASTM A276 TYPE 316/316LVALVE SILL CHANNEL41S-511-A93
ASTM A276 TYPE 316/316LBH SIDE CHANNEL164S-511-A52
ASTM A276 TYPE 316/316LBH SILL CHANNEL82S-511-A11
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.ITEM
BILL OF MATERIALS
PROVIDED ON S-508.
FABRICATED. VERIFY THICKNESS OF EACH PIECE BASED ON TOLERANCES
PART S-511-H9 SHALL BE FABRICATED AFTER PRECASE SEGMENT 1 HAS BEEN 2.
BOLTS FOR ALL DETAILED COUNTERSUNK HOLE, EXCEPT Ø 1/2" FOR S-511-H9.
PROVIDE Ø 3/4" ASTM A193 GR B8M CLASS ONE TYPE 316 COUNTERSUNK 1.
GENERAL SHEET NOTES
GRIND FLUSH
AT TRANSITIONS
0 2' 4'1'SCALE: 1/2"=1'-0"
S-511-H13 H13
/8
1'-2 3/4 "
1/4" PL
S
P A
/2
4"
4"
C12x20.7
TYP
COUNTERSUNK
Ø9/16"
0 2' 4'1'SCALE: 1/2"=1'-0"
S-511-H17 H17
/1
S
P A
TYP
HCA ANCHOR
1/2"Øx8" SS316L
C15x33.9
6"6"
S
P A
9/16 "
13/16 " CSK
2"
5"
/2
4" 4"
3" 2"
4"
/4
4"
/16 "C
SK
TYP
TYP
HCA ANCHOR
1/2"Øx6" SS316L
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
R U
N P
L A
T E
S
V A
L V
E A
N D B
U L
K H
E A
D F
R A
M E
D E
T A
IL
S-512
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
SCALE: 1 1/2"=1'-0"
S-512-A1 A5
S-512-A5
SCALE: 1"=1"
DETAIL - TYPICAL
SCALE: 6"=1'-0"
DETAIL
S-512-H1
HEADED BOLTS FOR ALL DETAILED COUNTERSUNK HOLES.
PROVDE 3/4"Ø ASTM A193 GR B8M CLASS 1 TYPE 316 COUNTERSUNK FLAT 1.
GENERAL SHEET NOTES
H5
SCALE:1 1/2"=1'-0"
1/4 " 1/4 "
1"2"1"
1/2" PL
S
P A
C E
S
S
P A
C E
S
1"
3"
1"
3"
3"
1"
3"
1"
S
P A
C E
S
ASTM A276 TYPE 316/316LSEG. 1 BH RUB PLATE324S-512-H55
ASTM A276 TYPE 316/316LSEG. 4 BH RUB PLATE164S-512-H14
ASTM A276 TYPE 316/316L
SEG. 3 VALVE RUB PLATE
SEG. 2&3 BH RUB PLATE, 4010
S-512-A93
ASTM A276 TYPE 316/316LSEG. 1 VALVE RUB PLATE82S-512-A52
ASTM A276 TYPE 316/316LSEG. 3 VALVE RUB PLATE82S-512-A11
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.ITEM
BILL OF MATERIALS
1/2" PL
1"2"1"
1/2" PL
1/2" PL
1/2" PL
Ø1/2" COUNTERSUNK TYP
S
P A
C E
S
1/2" PL
Ø1/2" COUNTERSUNK TYP
S
P A
C E
S
1/2" PL 1/2" PL
Ø1/2" COUNTERSUNK TYP
Ø1/2" COUNTERSUNK TYP
1' 2'0 6"
1' 2'0 6" 1' 2'0 6"
1' 2'0 6" 1' 2'0 6" 0 1' 2'6"
Ø1/2" COUNTERSUNK TYP
3"0 6"1-1/2"
1"
3"
A17
A13
A13
A17
A13
A13
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L V
E R
E C
E S
S B
E A
M S
D E
T A
IL
S-520
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
S-520-A1
SCALE: 3/4" = 1'-0"
/2
/4
/2
/2
/4
/2
ANCHORS TYP
THREADED ROD
Ø 1" FOR 3/4"
5 1/2 " 5 1/2 "
W14x61
A13
SCALE: 3" = 1'-0"
S-520-A13
SCALE: 3" = 1'-0"
S-520-A17
/2
1 3/4 " 5 1/2 "
9"
1 3/4 " 5 1/2 "
9"
/4
/2
ANCHORS TYP
THREADED ROD
Ø 1" FOR 3/4"
3/4" HEX BOLT
Ø 13/16" FOR
1" PL
/4
2'0 1' 4' 6"0 3" 1' 6"0 3" 1'
S E
E N
O T
E
ASTM A36SHIM PLATE164S-520-A174
ASTM A36SHIM PLATE164S-520-A133
ASTM A992MACH BASE BEAM
1 OPP
1 AS SHOWN,
S-520-A11
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.ITEM
BILL OF MATERIALS
USE SHIM PLATE THICKNESS TO MATCH EXISTING ELEVATION.
CONTRACTOR WILL FIELD MEASURE ELEVATION OF EXISTING MACHINERY. 1.
PL 5/8x3x10"
(2) PL 3/8x9"
TOP BOTTOM
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L V
E R
E C
E S
S G
R A
T
IN
G
D E
T A
IL
S-521
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
M1
S-521-M1
M5
S-521-M5
H5
S-521-H5
A5
S-521-A5
S-521-A1
S-521-A9
S-521-A13
2'0 1' 4' 2'0 1' 4'
2'0 1' 4' 2'0 1' 4' 2'0 1' 4' 2'0 1' 4'
2'0 1' 4'
3'-11 7/8 "
/2
2'-10 5/16 "6 3/4 "
ASTM A36RECESS GRATING (GALVANIZED)164S-521-M118
ASTM A36RECESS GRATING (GALVANIZED)41S-521-M57
ASTM A36RECESS GRATING (GALVANIZED)41S-521-M16
ASTM A36RECESS GRATING (GALVANIZED)82S-521-H55
ASTM A36RECESS GRATING (GALVANIZED)41S-521-A134
ASTM A36RECESS GRATING (GALVANIZED)41S-521-A93
ASTM A36RECESS GRATING (GALVANIZED) 41S-521-A52
ASTM A36RECESS GRATING (GALVANIZED) 41S-521-A11
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.ITEM
BILL OF MATERIALS
/4
M11
SCALE: 3/4" = 1'-0"
S-521-M11 2'0 1' 4'
/2
3 5/8 "
/8
/1
/2
/4
1'-10"
2'-2"
/1
/1
/2
/8
/1
/1
2'-10 3/8 "
3'-2"
/4
/8
/2
/2
/2
/1
/2
/8
/1
/1
/1
1'-10"
2'-2"
/8
/4
4'-7"
4'-7"
1'-1"
/1
NECESSARY
HOT-DIP GALVANIZE ALL GRATING. PROVIDE GALVANIZED GRATING CLIPS AS 2.
(NOT SHOWN).
GALVANIZING. GRATING SHALL BE FASTENED WITH SADDLE CLIPS
EDGES OF BAR SHALL BE BANDED BY MANUFACTURER PRIOR TO
AT 15/16" ON CENTER WITH STANDARD CROSS BARS AT 4" ON CENTER. RAW
BAR GRATING SHALL BE WELDED TYPE 1-1/2" X 3/16" BEARING BARS SPACED 1.
GENERAL SHEET NOTES
4'-7"
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
N E
W W
O R
K
U P
S T
R E
A M
P L
A N
M-101
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
GENERAL SHEET NOTES
A1
SCALE: 1/8"=1'-0"
PLAN - UPSTREAM
E L
.6
GATE SILL
LOWER MITER
LANDWALL RECESS
UPPER MITER GATE
EL 470.0 EL 471.0
MITER GATE AND STRUT ARM NOT SHOWN FOR CLARITY.2.
SHEET IS TYPICAL OF ALL FOUR VALVES
UPSTREAM LANDWALL VALVE MACHINERY SHOWN , WORK SHOWN ON THIS 1.
0 8'4' 16'
EL 471.0
.0
M J S
T A
.7
M J S
T A
.0
M J S
T A
N
MACHINERY
OPERATING
VALVE
FLOW
BULKHEAD RECESS
BULKHEAD RECESS
VALVE RECESS
M-301
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
N E
W W
O R
K
U P
S T
R E
A M V
A L V
E M
A C
H
IN
E R
Y
S E
C T
IO
N
M-301
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
SECTION- VALVE MACHINERY
TYP OF 4
LIFTING POINT
1 3/8 "
HYD CYLINDER ENCLOSURE
VALVE OPERATING MACHINERY
HPU CABINET
BULKHEAD RECESS
VALVE RECESS
BULKHEAD RECESS
0 1' 2'6"
EL 510.0
ASTM A563, GRADE DH16M-301-X2
ASTM F3125 GRADE A325
ANCHOR BOLTS
16M-301-X1
MATERIALDESCRIPTIONQTYMARK NO.
MATERIAL SCHEDULE
SHIM PLATE TYP
REFERENCE DRAWINGS FOR DETAILS OF LIMIT SWITCH ASSEMBLY.
COORDINATE WITH GOVERNMENT FOR ADJUSTMENT ASSISTANCE. SEE
REQUIRE ADJUSTMENT FOR PROPER VALVE OPERATION. CONTRACTOR TO
FOLLOWING INSTALLATION OF VALVE MACHINERY, LIMIT SWITCHES MAY 7.
MATCH EXISTING MACHINERY HEIGHT. SEE S-301.
INSTALL 3 1/4" SHIM PLATE BETWEEN MACHINERY AND SUPPORT BEAM TO 6.
MACHINERY UNITS.
OPERATING MACHINERY UNIT AND ARE TYPICAL OF FOUR VALVE OPERATING
QUANTITIES LISTED IN THE MATERIAL SCHEDULE ARE FOR A SINGLE VALVE 6.
BEAM WITH M-301-X1 AND M-301-X2.
DURING PRE-DEMOLITION SURVEY. SECURE MACHINERY TO EMBEDDED
REINSTALL VALVE OPERATING MACHINERY AT ELEVATION ESTABLISHED 5.
APPROXIMATE MACHINERY WEIGHT IS 7,000 LBS.4.
ELECTRICAL BOX NOT SHOWN.3.
CULVERT VALVE AND CONNECTION NOT SHOWN FOR CLARITY.2.
SHEET IS TYPICAL OF ALL FOUR VALVES
UPSTREAM LANDWALL VALVE MACHINERY SHOWN , WORK SHOWN ON THIS 1.
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
D E
M O
L
IT
IO
N
U P
S T
R E
A M
P L
A N
SD101
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
N
F L
O W
GENERAL SHEET NOTES
A1
SCALE: 1/8"=1'-0"
PLAN - UPSTREAM
EL 461.65
SEE MG INSTALL PLAN SET
UPSTREAM MITER GATE SILL
EL 510.0
EL 470.0
EL 471.0
EL 471.0
LIMITS SHALL BE PAID FOR UNDER THE VALVE RECESS LINE ITEM.
COORDINATE REMOVAL LIMITS OF VALVE RECESS AREAS. OVERLAPPING 2.
MITER GATES NOT SHOWN FOR CLARITY.1.
0 8'4' 16'
34+88.00
MJ STA
34+41.77
MJ STA
33+94.00
MJ STA
33+94.00
MJ STA
34+41.77
MJ STA
34+88.00
MJ STA
EL 510.0
EL 471.0
SEE CONTROL STAND PLAN SET
EXISTING CONTROL STAND
SEE CONTROL STAND PLAN SET
EXISTING CONTROL STAND
SEE ELECTRICAL PLAN SET
SEE MG MACH PLAN SET
SEE MG INSTALL PLAN SET
LANDWALLRIVERWALL
MITER GATE RECESS
UPSTREAM I-WALL
MITER GATE RECESS
UPSTREAM LANDWALL
SEE MG INSTALL PLAN SET
SEE MG MACH PLAN SET
SEE ELECTRICAL PLAN SET
PLAN SET
SEE MG INSTALL
PLAN SET
SEE MG INSTALL
SEE BUBLER PLAN SET
SD104
A1
SD103
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
D E
M O
L
IT
IO
N
D O
W N
S T
R E
A M
P L
A N
SD102
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
N
F L
O W
GENERAL SHEET NOTES
A1
SCALE: 1/8"=1'-0"
PLAN - DOWNSTREAM
I-WALL RECESS
LOWER MITER GATE
EL 468.0
LOWER MITER GATE SILL
LANDWALL RECESS
LOWER MITER GATE
EL 510.0
VALVE PITS
EL 471.0
EL 467.0
EL 471.0
VALVE PITS
MITER GATES NOT SHOWN FOR CLARITY.1.
0 8'4' 16'
27+60.50
MJ STA
28+00.50
MJ STA
28+54.00
MJ STA
28+54.00
MJ STA
28+00.50
MJ STA
27+60.50
MJ STA
EL 510.0
LANDWALL
I- WALL
SEE CHECKPOSTS PLANSET
SEE ELECTRICAL PLAN SET
SEE CONTROL STAND PLAN SET
EXISTING CONTROL STAND.
SEE CONTROL STAND PLAN SET
EXISTING CONTROL STAND.
SEE ELECTRICAL PLAN SET
PLAN SET
SEE MG MACH
SEE MG MACH PLAN SET
SD105
A1
SD106
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
D E
M O
L
IT
IO
N
U P
S T
R E
A M I -W
A L L
P L
A N
SD103
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
A1
SCALE: 1/4"=1'-0"
PLAN - UPSTREAM INTERMEDIATE WALL
LIMITS SHALL BE PAID FOR UNDER THE VALVE RECESS LINE ITEM.
COORDINATE REMOVAL LIMITS OF VALVE RECESS AREAS. OVERLAPPING 2.
CLARITY.
MITER GATES, MITER GATE GRATING, AND CONTROL STAND NOT SHOWN FOR 1.
.7
M J S
'-1
FLOW
0 4' 8'2' /4
'-0 /1
GUARDRAIL
REMOVE
JUNCTION BOX
REMOVE ELECTRICAL
SEE ELECTRICAL PLANSET
SEE MG ISNTALL PLAN SET
PLAN SET
SEE MG MACH
'-0
'-0 1/
2 "
'-1 3/
4 "
'-1
SD301
A1
SD310
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
D E
M O
L
IT
IO
N
U P
S T
R E
A M L
A N
D W
A L L
P L
A N
SD104
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
A1
SCALE: 1/4"=1'-0"
PLAN - UPSTREAM LANDWALL
LIMITS SHALL BE PAID FOR UNDER THE VALVE RECESS LINE ITEM.
COORDINATE REMOVAL LIMITS OF VALVE RECESS AREAS. OVERLAPPING 2.
CLARITY.
MITER GATES, MITER GATE GRATING, AND CONTROL STAND NOT SHOWN FOR 1.
.0
M J S
0 4' 8'2'
/8
SEE ELECTRICAL PLAN SET
SEE MG ISNTALL PLAN SET
SEE MG MACH PLAN SET
FLOW
10'-0"
19'-1 3/4 "
SD301
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
D E
M O
L
IT
IO
N
D O
W N
S T
R E
A M I -W
A L L
P L
A N
SD105
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
A1
SCALE: 1/4"=1'-0"
PLAN - DOWNSTREAM INTERMEDIATE WALL
ITEM.
OVERLAPPING LIMITS SHALL BE PAID FOR UNDER THE VALVE RECESS LINE
COORDINATE REMOVAL LIMITS OF VALVE RECESS AND ANCHORAGE AREAS. 2.
MITER GATES NOT SHOWN FOR CLARITY.1.
FLOW
0 4' 8'2'
.5
M J S
17'-9"
4'-11 1/2 " 12'-9 1/2 "
.5
M J S
EXISTING MANHOLE
JUNCTION BOX
REMOVE EXISTING
ELECTRICAL SHEETS
EXISTING MCC. COORDINATE WITH
SEE MG MACH PLAN SET
SEE ELECTRICAL PLAN SET
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
D E
M O
L
IT
IO
N
D O
W N
S T
R E
A M L
A N
D W
A L L
P L
A N
SD106
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
A1
SCALE: 1/4"=1'-0"
PLAN - DOWNSTREAM LANDWALL
ITEM.
OVERLAPPING LIMITS SHALL BE PAID FOR UNDER THE VALVE RECESS LINE
COORDINATE REMOVAL LIMITS OF VALVE RECESS AND ANCHORAGE AREAS. 2.
MITER GATES NOT SHOWN FOR CLARITY.1.
FLOW
0 4' 8'2'
.0
M J S
.5
M J S
/2
/2
12'-9 1/2 " 4'-11 1/2 "
SEE BUBBLER SET
SEE MG MACH PLAN SET
ELECTRICAL SHEETS
COORDINATE WITH
EXISTING MCC.
JUNCTION BOX
REMOVE EXISTING
SEE ELECTRICAL PLAN SET
REMOVE ORIGINAL MITER GATE TIE-BACK
SEE MG BUBBLER PLAN SET
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
D E
M O
L
IT
IO
N
L A
N D
W A
L L V
A L V
E R
E C
E S
S
S E
C T
IO
N
SD301
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
SECTION - UPSTREAM LANDWALL VALVE RECESS
EL 481.5
0 4' 8'2' 0 4' 8'2'
SECTION - DOWNSTREAM LANDWALL VALVE RECESS
EL 482.5
BULKHEAD RECESS
BULKHEAD RECESS
BULKHEAD SLOT
BULKHEAD RECESS
EL 470.0
REMOVAL LIMIT
FLOW
GALLERY ACCESS
REMOVE LADDER
REMOVE LADDER
VALVE RECESS
TOW EL 510.0
COMMENCING NEW WORK.
ROUGHEN ALL SURFACES TO A MINIMUM AMPLITUDE OF 1/4" PRIOR TO 2.
RECESS AND VALVE BULKHEAD SLOTS.
REMOVE AND DISPOSE ALL EMBEDDED METALS ASSOCIATED WITH THE VALVE 1.
GENERAL SHEET NOTES
VALVE RECESS
FLOW
TOW EL 510.0
REMOVE AND REINSTALL VALVE MACHINERY
GALLERY ACCESS
REMOVE AND REINSTALL VALVE MACHINERY
SEE ELECTRICAL PLAN SETSEE ELECTRICAL PLAN SET
.0
M J S
T A
EL 470.0
REMOVAL LIMIT
EL 472.5EL 473.5
C V
A L V
E
12'-9 1/2 "4'-11 1/4 "12'-3 3/8 "7'-7 3/8 "
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
D E
M O
L
IT
IO
N
I- W
A L L V
A L V
E R
E C
E S
S
S E
C T
IO
N
SD302
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
SECTION - UPSTREAM INTERMEDIATE WALL VALVE
0 4' 8'2' 0 4' 8'2'
SECTION - DOWNSTREAM INTERMEDIATE WALL VALVE
REMOVAL LIMIT EL 470.0
U.S. BULKHEAD SLOT
D.S. BULKHEAD SLOT
D.S. BULKHEAD SLOT
U.S. BULKHEAD SLOT
REMOVAL LIMIT EL 470.0
GALLERY ACCESS
GALLERY ACCESS
REMOVE LADDER
REMOVE LADDER
VALVE RECESS
VALVE RECESS
TOW EL 510.0
EL 482.5
TOW EL 510.0
EL 482.5
C V
A L V
E
.0
M J S
T A
EL 472.5
COMMENCING NEW WORK.
ROUGHEN ALL SURFACES TO A MINIMUM AMPLITUDE OF 1/4" PRIOR TO 2.
RECESS AND VALVE BULKHEAD SLOTS.
REMOVE AND DISPOSE ALL EMBEDDED METALS ASSOCIATED WITH THE VALVE 1.
GENERAL SHEET NOTES
3'-11 1/8 "13'-9 7/8 "
FLOW FLOW
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
D E
M O
L
IT
IO
N
U P
S T
R E
A M
P L
A N
MD101
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
A
C A
M P
B E
L L
VLVRECS
W E
K
R
A1
SCALE: 1/8"=1'-0"
PLAN - UPSTREAM
E L
.6
LANDWALL RECESS
UPPER MITER GATE
EL 470.0 EL 471.0
0 8'4' 16'
EL 471.0
.0
M J S
T A
.7
M J S
T A
.0
M J S
T A
STAND
CONTROL
EXISTING
MACHINERY
OPERATING
VALVE
N
UPPER MITER GATE SILL
FLOW
E L
.0
BULKHEAD RECESS
BULKHEAD RECESS
VALVE RECESS
REMOVE MACHINERY PRIOR TO ANY CONCRETE DEMOLITION WORK.3.
WORK.
SEE SHEET V-120 FOR SURVEY REQUIREMENTS PRIOR TO ANY DEMOLITION 2.
SHEET IS TYPICAL OF ALL FOUR VALVES.
UPSTREAM LANDWALL VALVE MACHINERY SHOWN, WORK SHOWN ON THIS 1.
GENERAL SHEET NOTES
MD301
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
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®of Engineers
US Army Corps
U .S
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SCALE: 1"=1'-0"
SECTION- VALVE MACHINERY
DAMAGE DURING STORAGE.
BASE OF MACHINERY UNIT. PROVIDE CRIBBING OR SUPPORTS TO PREVENT
HYDRAULIC CYLINDER CLEVIS EXTENSION APPROXIMATELY 1'-1" BEYOND 7.
SPECIFICATIONS SECTION 02 20 15.
AND PRESERVING FOR REINSTALLATION AND FUTURE USE. SEE
CONTRACTOR IS RESPONSIBLE FOR PROPER STORAGE OF VALVE MACHINERY
APPROPRIATE LENGTH SLINGS TO PREVENT DAMAGE TO CABINET.
MACHINERY TO BE REMOVED VIA CRANE WITH SPREADER BEAM OR
VALVE MACHINERY WITH CYLINDER ROD IN RETRACTED POSITION. VALVE
ELECTRICAL POWER PLUG, UNBOLT VALVE MACHINERY BASE AND REMOVE
DISCONNECT CYLINDER CLEVIS FROM CULVERT VALVE, DISCONNECT 6.
APPROXIMATE MACHINERY WEIGHT IS 7,000 LBS.5.
WORK OR MACHINERY REMOVAL.
SEE SHEET V-301 FOR SURVEY REQUIREMENTS PRIOR TO ANY DEMOLITION 4.
ELECTRICAL BOX NOT SHOWN.3.
CULVERT VALVE AND CONNECTION NOT SHOWN FOR CLARITY.2.
SHEET IS TYPICAL OF ALL FOUR VALVES
UPSTREAM LANDWALL VALVE MACHINERY SHOWN , WORK SHOWN ON THIS 1.
TYP OF 4
LIFTING POINT1 3/8 "
TYP 16
HYD CYLINDER ENCLOSURE
VALVE OPERATING MACHINERY
HPU CABINET
CLEVIS
EMBEDDED STEEL
BULKHEAD RECESS
VALVE RECESS
RECESS
BULKHEAD
0 1' 2'6"
EL 510.0
| B5IWLD04202101_VLVRECS_G-001 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-G-001 |
| B5IWLD04202101_VLVRECS_S-101 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-101 |
| B5IWLD04202101_VLVRECS_S-102 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-102 |
| B5IWLD04202101_VLVRECS_S-103 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-103 |
| B5IWLD04202101_VLVRECS_S-104 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-104 |
| B5IWLD04202101_VLVRECS_S-105 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-105 |
| B5IWLD04202101_VLVRECS_S-106 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-106 |
| B5IWLD04202101_VLVRECS_S-120 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-120 |
| B5IWLD04202101_VLVRECS_S-301 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-301 |
| B5IWLD04202101_VLVRECS_S-320 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-320 |
| B5IWLD04202101_VLVRECS_S-350 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-350 |
| B5IWLD04202101_VLVRECS_S-501 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-501 |
| B5IWLD04202101_VLVRECS_S-502 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-502 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-503 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-504 |
| B5IWLD04202101_VLVRECS_S-505 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-505 |
| B5IWLD04202101_VLVRECS_S-506 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-506 |
| B5IWLD04202101_VLVRECS_S-507 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-507 |
| B5IWLD04202101_VLVRECS_S-508 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-508 |
| B5IWLD04202101_VLVRECS_S-510 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-510 |
| B5IWLD04202101_VLVRECS_S-511 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-511 |
| B5IWLD04202101_VLVRECS_S-512 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-512 |
| B5IWLD04202101_VLVRECS_S-520 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-520 |
| B5IWLD04202101_VLVRECS_S-521 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-S-521 |
| B5IWLD04202101_VLVRECS_M-101 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-M-101 |
| B5IWLD04202101_VLVRECS_M-301 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-M-301 |
| B5IWLD04202101_VLVRECS_SD101 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-SD101 |
| B5IWLD04202101_VLVRECS_SD102 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-SD102 |
| B5IWLD04202101_VLVRECS_SD103 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-SD103 |
| B5IWLD04202101_VLVRECS_SD104 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-SD104 |
| B5IWLD04202101_VLVRECS_SD105 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-SD105 |
| B5IWLD04202101_VLVRECS_SD106 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-SD106 |
| B5IWLD04202101_VLVRECS_SD301 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-SD301 |
| B5IWLD04202101_VLVRECS_SD302 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-SD302 |
| B5IWLD04202101_VLVRECS_SD310 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-SD310 |
| B5IWLD04202101_VLVRECS_MD101 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-MD101 |
| B5IWLD04202101_VLVRECS_MD301 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-VLVRECS-MD301 |
File details come from the government source that posted it. Updated .