A22-PLAN_SET_SOL-2022-03-28-BUBBLER.pdf
PDF 5 MB Posted
- Attached to
- Illinois River Basin Dresden Island Lock and Dam; Morris, Will County, Illinois; Lock Rehabilitation
- Solicitation number
- W912EK22R0008
About this file
This plan set and related documents provide specifications for a lock rehabilitation project at the Dresden Island Lock and Dam on the Illinois River in Morris and Will County, Illinois. The project includes replacement of an existing miter gate, replacement of miter gate machinery, electrical system replacement, and dewatering of the lock chamber. It also includes an option for fairlead and checkpost replacement. The specifications describe demolition and removal of the existing bubbler air system and installation of a new compressed air bubbler system to prevent accumulation of debris. Sheets provide details for demolition, layout of the new piping system, sections and connections, and specifications for manifolds, flexible hoses and nozzles. The contract was solicited by the US Army Corps of Engineers, Rock Island District for the MATOC/IDIQ contract.
View the file
Other files
Show all 21
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
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
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
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
IC
T
M A
K
B U
B B
L E
R S
Y S
T E
M
C O
V E
R S
H E
E T
G-001
D
D
IL
L O
N
S
C A
M P
IO
N
IW
L D
T
B A
R T
E
BUBBLER
W E
K
R of Engineers
US Army Corps
LOCK REHABILITATION
GRUNDY COUNTY, IL
DRESDEN ISLAND LOCK AND DAM
ILLINOIS RIVER BASIN
ROCK ISLAND DISTRICT
PLAN SET: BUBBLER SYSTEM
ELEVATION - BUBBLER TRENCH DEMOLITIONSD201
PLAN - BUBBLER TRENCH DEMOLITIONSD101
SCHEDULE - DEMOLITION MD601
SECTION - DEMOLITION MD301
PLAN - DEMOLITION MD101
DETAILS - MANIFOLDSM-502
DETAILS - HEAT TRACE, FLEXIBLE HOSE, AND NOZZLEM-501
SECTIONS - CABLE TRENCH AND TRENCH BULKHEADSM-303
SECTIONS - DOWNSTREAM BUBBLER SYSTEM M-302
SECTIONS - UPSTREAM BUBBLER SYSTEMM-301
ELEVATION - DOWNSTREAM SILL M-205
ELEVATION - DOWNSTREAM LANDWALL M-204
ELEVATION - UPSTREAM I-WALL M-203
ELEVATION - UPSTREAM LANDWALLM-201
PLAN - DOWNSTREAM LANDWALL M-105
PLAN - UPSTREAM LANDWALL M-104
PLAN - DOWNSTREAM MITER GATE RECESS M-103
PLAN - UPSTREAM MITER GATE RECESS M-102
PLAN - BUBBLER SYSTEM M-101
ABBREVIATIONS AND GENERAL NOTESM-001
COVER SHEET - BUBBLER SYSTEMG-001
SHEET TITLESHEET ID
SHEET INDEX
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
US
TYP
TOW
STA
SCH
RPM
REQ'D
PSI
OC
NPT
NO
MJ
MIN
MG
ISO
ID
EL
DS
APPROX
AFF
UPSTREAM
TYPICAL
TOP OF WALL
STATION
SCHEDULE
REVOLUTIONS PER MINUTE
REQUIRED
POUNDS PER SQUARE INCH
ON CENTER
NATIONAL PIPE THREAD
NUMBER
MONOLITH JOINT
MINIMUM
MITER GATE
INTERNATIONAL ORGANIZATION FOR STANDARDIZATION
INSIDE DIAMETER
ELEVATION
DOWNSTREAM
APPROXIMATELY
ABOVE FINISHED FLOOR
T
M A
B R
E V
IA
T
IO
N S A
N D G
E N
E R
A L N
O T
E S
G E
N E
R A
L
M-001
D
D
IL
L O
N
S
C A
M P
IW
L D
T
B A
R T
E K
BUBBLER
A N
S I
X
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
W E
K
R
/0
/2
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
ABBREVIATIONS
GENERATED FROM CONCRETE REMOVAL.
PROTECT EXISTING AND NEW MACHINERY FROM DUST AND DEBRIS 16.
CONTRACTING OFFICER.
REPORT ANY DISCREPANCIES FROM THE PLAN ELEVATIONS TO THE
ELEVATIONS PRIOR TO REMOVAL AND AFTER INSTALLATION OF EQUIPMENT.
USED TO SUBSTANTIATE THE ELEVATIONS. RECORD AND SUBMIT
POINT(S) AS APPROVED BY THE CONTRACTING OFFICER WHICH WILL BE
PRIOR TO LOCK DEWATERING. THE CONTRACTOR WILL ESTABLISH A VISIBLE
ELEVATIONS AROUND BOTH MITER GATES AND ALL TAINTER VALVE WELLS
FIELD VERIFY BOTH MITER GATE RECESS FLOORS AND TOP OF LOCK WALL 15.
CAP PLACEMENT.
SPECIFICATIONS. PRESSURE TEST PIPING PRIOR TO SAND AND CONCRETE
ALL BUBBLER SYSTEM TESTING WILL BE IN ACCORDANCE WITH THE 14.
THE SAND BAGGED AREAS.
INSTALLATION. THE CONTRACTOR TO PROVIDE UTILITY PUMPS TO DEWATER
AIR PIPE AND ASSOCIATED CONCRETE TO PROVIDE A DEWATERED
OTHER DEWATERING METHODS IN THE AREAS AROUND THE COMPRESSED
THE CONTRACTOR MAY BE REQUIRED TO PERFORM SANDBAGGING AND 13.
AFFECTS COMPRESSED AIR PIPING WORK.
CONTRACTOR TO REMOVE ALL ICE WITHIN THE LOCK CHAMBER THAT
ROCK, SAND, WIRE ROPE, METAL ITEMS, AND ZEBRA MUSSELS. THE
TYPICAL DEBRIS WHICH MAY BE ENCOUNTERED INCLUDES MUD, SILT, LOGS,
ALLOW UNOBSTRUCTED INSTALLATION OF THE COMPRESSED AIR PIPING.
REMOVE DEBRIS IN THE LOCK CHAMBER TO OBTAIN CLEAN CONCRETE TO 12.
MANIFOLDS AND ROUTED THRU NEW PIPE TRENCH.
NEW 4” COMPRESSED AIR SUPPLY PIPE TO BE CONNECTED TO NEW 11.
CAP.
TO BE FILLED WITH SAND, COMPACTED, AND COVERED WITH CONCRETE
TRENCH OF THE LOCK WALL THROUGH NEW PIPE TRENCH ALONG LANDWALL.
NEW 3" COMPRESSED AIR PIPE TO BE ROUTED TO NEW MANIFOLDS ON TOP 10.
INSTALL NOZZLE SPACING AS SHOWN.9.
FIELD ADJUST AS REQUIRED.
SUPORRTED AS SHOWN WITHIN THE MITER GATE RECESS AND SILL AREAS.
INSTALL PIPING NOT TO INTERFERE WITH MITER GATE OPERATION. PIPING TO 8.
FASTENERS.
ANTI-SEIZE COMPOUND WILL BE USED ON ALL THREADED MECHANICAL 7.
EXCEPT WHERE NOTED.
MAKE PIPING CONNECTIONS WITH GROOVED FITTINGS AND COUPLINGS 6.
SYSTEMS INCLUDING COUPLINGS AS REQUIRED.
PROVIDE ALL COMPONENTS FOR COMPLETE INSTALLATION OF THE BUBBLER 5.
FLEXIBLE HOSE, ANCHORS, STRAPS, AND SUPPORTS.
PROVIDE SCHEDULE 40, 304L STAINLESS STEEL COMPRESSED AIR PIPE, 4.
SEQUENCE OF WORK SHOULD BE CONSIDERED.
DEWATERING PERIOD. METHODS AND PROCEDURES TO ACCELERATE THE
AND SCHEDULE OF WORK FOR BOTH PRIOR TO AND DURING THE LOCK
THE CONTRACTOR’S INSTALLATION PROCEDURE WILL INCLUDE THE DATES
APPROVED BY THE CONTRACTING OFFICER PRIOR TO BEGINNING OF WORK.
PLAN OF CONSTRUCTION AND SEQUENCE OF WORK WILL BE SUBMITTED AND
THE CONTRACTOR’S INSTALLATION PROCEDURE CONSISTING OF A DETAILED 3.
DIMENSIONS PRIOR TO PIPE FABRICATION.
PIPE LENGTHS SHOWN ARE NOMINAL. FIELD VERIFY ALL CONCRETE 2.
MITER GATES NOT SHOWN FOR CLARITY.1.
GENERAL MECHANICAL NOTES
QUANTITIES INCLUDE PIPE IN VERTICAL PIPE RECESSES.
SEE SHEET MD601 FOR MECHANICAL DEMOLITION QUANTITIES. MECHANICAL 6.
SHOWN ON THE STRUCTURAL SHEETS.
THE CONTRACTOR TO REMOVE CONCRETE TO THE LIMITS AND ELEVATIONS 5.
GRIND EXISTING ANCHORS FLUSH WITH CONCRETE.
EXISTING GALVANIZED STEEL PIPE BRACKETS TO BE DEMOLISHED AND 4.
ACCESSORIES.
BOLD LINE WEIGHT. DEMOLISH MANIFOLDS, VALVES, SUPPORTS, AND
DEMOLISH AND DISPOSE OF ALL COMPRESSED AIR PIPE SHOWN AS SOLID 3.
DRAWINGS. LOCATIONS ARE APPROXIMATE.
DEMOLITION DRAWINGS REPRODUCED FROM EXISTING DRESDEN 2.
MITER GATES NOT SHOWN FOR CLARITY.1.
MECHANICAL DEMOLITION NOTES
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
M A
B B
L E
R S
Y S
T E
M
P L
A N
M-101
D
D
IL
L O
N
S
C A
M P
IW
L D
T
B A
R T
E K
BUBBLER
W E
K
R
A1
SCALE: 1"=30'-0"
PLAN - BUBBLER SYSTEM
FLOW
N
30' 60'0
EXISTING COMPRESSOR
SHEET KEYNOTES
COMPRESSOR.
NEW CONNECTION TO EXISTING COMPRESSOR AT FIRST FLANGE FROM 6.
NEW COMPRESSED AIR I-WALL SCREEN PIPES.5.
NEW COMPRESSED AIR SILL SCREEN PIPES.4.
NEW COMPRESSED AIR LANDWALL SCREEN PIPES.3.
TRENCH.
NEW COMPRESSED AIR CHAMBER SCREENS SUPPLY PIPES IN NEW PIPE 2.
NEW COMPRESSED AIR SUPPLY PIPE IN NEW CABLE TRENCH.1.
1 1
M-103
M-102
A1
M-303
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
M A
P
S T
R E
A M M
IT
E
R G
A T
E R
E C
E S
S
P L
A N
M-102
D
D
IL
L O
N
S
C A
M P
IW
L D
T
B A
R T
E K
BUBBLER
W E
K
R
CHAMBER
LOCK
A1
SCALE: 1/8"=1'-0"
PLAN - UPSTREAM MITER GATE RECESS
STA. 34+88.00
MJ
STA. 34+25.00
MJ
UPPER MITER GATE SILL
STA. 34+25.00
MJ
STA. 34+88.00
MJ
VALVE RECESS
(EL 470.0)
(EL 471.0)
(EL 471.0) VALVE RECESS
0 8'4' 16'
SHEET KEYNOTES
COMPRESSED AIR PIPE MANIFOLD LOCATION. 2.
COMPRESSED AIR PIPE HEAT TRACE ASSEMBLY. 1.
F L
O W
N
(EL 471.0)
(EL 510.0)(EL 510.0)
STAND
CONTROL
STAND
CONTROL
4" Ø SUPPLY LINE
O .C T
Y P
M-202
A1
M-203
A1
M-201
A1
M-104
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
M A
D
W N
S T
R E
A M M
IT
E
R G
A T
E R
E C
E S
S
P L
A N
M-103
D
D
IL
L O
N
S
C A
M P
IW
L D
T
B A
R T
E K
BUBBLER
W E
K
R
SCALE: 1/8"=1'-0"
PLAN - DOWNSTREAM MITER GATE RECESS
(EL 468.0)
LOWER MITER GATE SILL
(EL 510.0)
VALVE RECESS
(EL 471.0)
(EL 467.0)
(EL 471.0)
VALVE RECESS
0 8'4' 16'
SHEET KEYNOTES
NEW COMPRESSED AIR PIPE MANIFOLD LOCATION.2.
NEW COMPRESSED AIR PIPE HEAT TRACE ASSEMBLY.1.
F L
O W
CHAMBER
LOCK
N
(EL 510.0)
STA. 28+54.00
MJ
STA. 27+60.50
MJ
STA. 28+00.50
MJ
STA. 27+60.50
MJ
STA. 28+54.00
MJ
STA. 28+00.50
MJ
STAND
CONTROL
STAND
CONTROL
LINE
4" Ø SUPPLY
'-0
" O .C . T
Y P
STA. 28+54.00
MJ
O .C T
Y P
M-205
A1
M-206
A1
M-204
A1
M-105
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
M A
S T
R E
A M L
A N
D W
A L L
P L
A N
M-104
D
D
IL
L O
N
S
C A
M P
IW
L D
T
B A
R T
E K
BUBBLER
W E
K
R
CHAMBER
LOCK
A1
SCALE: 1/2"=1'-0"
PLAN - UPSTREAM LANDWALL
STA 34+88.00
MJ
SHEET KEYNOTES
PIPE SEAL DESIGN BASIS: LINK SEAL.
OF PENETRATIONS WITH MODULAR MECHANICAL EXPANDING RUBBER SEAL.
PIPE/CONDUIT TO BE ROUTED THRU SLEEVES AND BE SEALED ON EACH END 4.
SURFACE FOR SUPPORTS.
GRIND CONCRETE BELOW SUPPORTS SMOOTH FOR FLAT AND LEVEL 3.
AND CONDUIT.
ROUTE PIPING SO AS NOT TO INTERFERE OR DAMAGE ELECTRICAL CABLES 2.
USE STAINLESS STEEL FITTINGS TO FOLLOW BENDS IN CONCRETE TRENCH.1.
F L
O W
N
0 2' 4'1'
TYP SUPPORT SYSTEM
PIPE TYP OF 3
3" SCH 40S
4" Ø SUPPLY LINE
C TRENCHL
4'-0" O.C. TYP
6" 5 /2
T Y
P S
U P
P O
R T S
Y S
T E
M
M-302
H9
A9
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
M A
W N
S T
R E
A M L
A N
D W
A L L
P L
A N
M-105
D
D
IL
L O
N
S
C A
M P
IW
L D
T
B A
R T
E K
BUBBLER
W E
K
R
SCALE: 1/2"=1'-0"
PLAN - DOWNSTREAM LANDWALL
LOWER MITER GATE SILL
SHEET KEYNOTES
PIPE SEAL DESIGN BASIS: LINK SEAL.
OF PENETRATIONS WITH MODULAR MECHANCIAL EXPANDING RUBBER SEAL.
PIPE/CONDUIT TO BE ROUTED THRU SLEEVES AND BE SEALED ON EACH END 4.
SURFACE FOR SUPPORTS.
GRIND CONCRETE BELOW SUPPORTS SMOOTH FOR FLAT AND LEVEL 3.
AND CONDUIT.
ROUTE PIPING SO AS NOT TO INTERFERE OR DAMAGE ELECTRICAL CALBES 2.
USE STAINLESS STEEL FITTINGS TO FOLLOW BENDS IN CONCRETE TRENCH.1.
F L
O W
CHAMBER
LOCK
N
TYP SUPPORT SYSTEM
4" Ø SUPPLY LINE
60° ELBOWS
3" SCH. 40 PIPE TYP OF 3
STA. 28+00.50
MJ
STA. 28+45.00
MJ
60° ELBOWS
LIMITS OF VALVE DEMOLITION
C TRENCHL
0 2' 4'1'
4'-0" O.C. TYP
3'-4 1/16 "
6"
24'-8 3/8 "
'-8 /2
/2
O .C T
Y P
M-302
H9
A8
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
A1
SCALE: 1/4"=1'-0"
ELEVATION - UPSTREAM LANDWALL
0 4' 8'2'
EL 484.0
TOW EL 510.0
SHEET KEYNOTES
CAP ENDS OF 2" PIPE WITH GROOVED CAP.2.
BOLTS BETWEEN 25-75 FT-LBS.
USE FLANGE ADAPTER WITH FLANGED CHECK VALVE. TORQUE FLANGE 1.
SPACING, TYP
PIPE SUPPORT
8'-0"
4'-0"4'-0"2'-0"2'-0"6'-0"8'-0"10'-0"10'-0"
COUPLING, TYP
GROOVED
NOZZLE TYP OF 9.
8'-0"
T Y
P
AIR SUPPLY PIPING
3" Ø COMPRESSED
SILL RADIUS
TO MATCH
BEND PIPING
TRACE ASSEMBLY
BUBBLER HEAT
C PINTLEL
FLOW
M A
S T
R E
A M L
A N
D W
A L L
E L E
V A
T
IO
N
M-201
D
D
IL
L O
N
S
C A
M P
IW
L D
T
B A
R T
E K
BUBBLER
TYP
GROOVED TEE,
3" x 2" REDUCER
POINTING DOWNWARD
PIPING WITH 9 NOZZLES
2" Ø COMPRESSED AIR
RECESS
IN VERTICAL PIPE
STAGGER PIPE STRAPS
EL 483.0
EL 488.15
GROOVED 90° ELBOW, TYP
TO RIVERWALL RECESS
3" Ø COMPRESSED AIR
4'-0"
EL 489.8
EL 490.6
EL 490.6
EL 487.6
16'-7 5/8 "
A N
S I
X
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
W E
K
R
/0
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
M-301
SCALE: 3/16"=1'-0"
ELEVATION - UPSTREAM SILL
T
M A
S T
R E
A M
S
IL
L
E L
E V
A T
IO
N
M-202
D
D
IL
L O
N
S
C A
M P
IW
L D
T B
A R
T E
K
BUBBLER
A N
S I
X
S O
L
IC
IT
A
T
IO
N
G R
U N
D Y
C O
U N
T Y
IL
W
E K
R
/0
TO RIVERWALL RECESS
8'-0"
8'-0" NOZZLE, TYP OF 14
DOWNWARD
WITH 14 NOZZLES POINTING
2 1/2" Ø BUBBLER SCREEN
STEE HOSE, TYP
FLEXIBLE STAINLESS
TO LANDWALL RECESS
BUBBLER
RIVERWALL RECESS
3" Ø SUPPLY PIPE TO
L O
C K
R E
H A
B
IL
IT
A
T
IO
N
IL
L
IN
O
IS
R
IV
E
R B
A S
IN
D R
E S
D E
N I
S L
A N
D L
O C
K A
N D
D A
M R
O C
K I
S L
A N
D D
IS
T
R
IC
T
R O
C K
I S
L A
N D
IL
L
IN
IS
3" x 2 1/2" REDUCER
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
EL 488.15
SHEET KEYNOTES
SEIZE TO BOLT THREADS AND TORQUE TO 120 FT-LBS.
INSTALL USING FLANGE GASKET AND 5/8" x 3" STAINLESS BOLTS. APPLY ANTI-
FLEXIBLE HOSE/PIPE CONNECTIONS MADE WITH RAISED FACE FLANGE. 2.
CAP END OF 2 1/2" PIPE WITH GROOVED CAP.1.
SPACING, TYP
PIPE SUPPORT
TYP
NOZZLE SPACING,
8'0 4' 16'
EL 486.33
EL 484.0
EL 483.0
H1
SCALE: 1/4"=1'-0"
ELEVATION - UPSTREAM I-WALL
A N
S I
X
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
W
E K
R
/0
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
S T
R E
A M
I -W
A L
L
E L
E V
A T
IO
N
M-203
D
D
IL
L O
N
S
C A
M P
IW
L D
T B
A R
T E
K
BUBBLER
10'-0"10'-0"8'-0"6'-0"2'-0"2'-0"4'-6"3'-6"
8'-0"
3" x 2" REDUCER
GROOVED 90° ELBOW
GROOVED TEE
AIR PIPE
3" Ø COMPRESSED
POINTING DOWNWARD
PIPE WITH 9 NOZZLES
2" Ø COMPRESSED AIR
SILL RADIUS
TO MATCH
BEND PIPING
COUPLING, TYP
GROOVED
NOZZLE TYP OF 9
4'-0"
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 4' 8'2'
TOW EL 510.0
3" Ø PIPE, SEE M-301-A9.
AT INSTALLATION, ROTATE 2" Ø PIPE APPROX. 20° - 30° FOR CLEARANCE WITH 1.
GENERAL SHEET NOTES
SPACING, TYP
PIPE SUPPORT
FLOW
C PINTLEL
EL 487.5
EL 486.5
EL 484.0
EL 483.0
SHEET KEYNOTES
CAP ENDS OF 2" PIPE WITH GROOVED CAP.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
ELEVATION - DOWNSTREAM LANDWALL
0 4' 8'2'
EL468.0
TOW EL 510.0
T
M A
W N
S T
R E
A M L
A N
D W
A L L
E L E
V A
T
IO
N
M-204
D
D
IL
L O
N
S
C A
M P
IW
L D
T
B A
R T
E K
BUBBLER
A N
S I
X
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
W E
K
R
/0
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
EL 469.0
C PINTLEL
SPACING, TYP
PIPE SUPPORT
SHEET KEYNOTES
CAP END OF 2" PIPE WITH GROOVED CAP.2.
STEEL BOLTS. TORQUE FLANGE BOLTS BETWEEN 25-75 FT-LBS.
USE FLANGE ADAPTER WITH FLANGED CHECK VALVE. USE 5/8" x 3" STAINLESS 1.
4'-0"8'-0"
AIR SUPPLY PIPING
3" Ø COMPRESSED
DOWNWARD
WITH 9 NOZZLES POINTING
2" Ø COMPRESSED AIR PIPING
IN VERTICAL PIPE RECESS
STAGGER PIPE STRAPS
TO RIVERWALL RECESS
3" Ø COMPRESSED AIR
TO RIVERWALL RECESS
2 1/2" Ø COMPRESSED AIR
FLOW
TRACE ASSEMBLY
BUBBLER HEAT
EL 471.5
EL 470.0
GROOVED TEE
3" x 2" REDUCER
NOZZLE TYP. OF 9
COUPLING, TYP
GROOVED
SILL RADIUS
TO MATCH
BEND PIPE
4'-0"4'-0"4'-0"6'-0"8'-0"10'-0"
10'-0"
10'-0"
ELBOW
90° GROOVED
3'-5"
T Y
P
STA. 27+99.00
RECESS
C BUBBLERL
M-302
A1
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
ELEVATION - DOWNSTREAM SILL
0 4' 8'2'
EL 470.0
A N
S I
X
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
W E
K
R
/0
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
M A
W N
S T
R E
A M S
IL
L
E L E
V A
T
IO
N
M-205
D
D
IL
L O
N
S
C A
M P
IW
L D
T
B A
R T
E K
BUBBLER
3" Ø PIPE, SEE DETAIL ON SHEET M-302-H1.
AT INSTALLATION, ROTATE 2" Ø PIPE APPROX. 20° - 30° FOR CLEARANCE WITH 1.
GENERAL SHEET NOTES
SHEET KEYNOTES
CAP END OF 2" PIPE WITH GROOVED CAP.1.
TOW EL 510.0
8'-0" 8'-0"
NOZZLES POINTING DOWNWARD
2 1/2" Ø BUBBLER SCREEN WITH 14
GROOVED COUPLING, TYP
SPACING, TYP
SUPPORT
SPACING, TYP
NOZZLE RECESS
TO RIVERWALL
RIVERWALL RECESS
3" Ø BUBBLER SUPPLY PIPE TO
NOZZLE, TYP OF 14
3'-0"6'-0"6'-0" SUPPLY
LANDWALL
FROM
EL 469.0
EL 468.0
EL 467.0
3" x 2" REDUCER
M-302
ELEVATION - DOWNSTREAM I-WALL
A N
S I
X
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
W
E K
R
/0
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
W N
S T
R E
A M
I -W
A L
L
E L
E V
A T
IO
N
M-206
D
D
IL
L O
N
S
C A
M P
IW
L D
T B
A R
T E
K
BUBBLER
3" x 2" REDUCER
GROOVED 90° ELBOW
SILL
ALONG DOWNSTREAM
FROM SUPPLY PIPING
6'-0"1'-6"1'-6"4'-0"
TYP.
GROOVED COUPLING,
AIR PIPE
3" Ø COMPRESSEDNOZZLE TYP OF 9
4'-0" 4'-0" 4'-0" 6'-0" 8'-0" 10'-0" 10'-0" 10'-0"
GROOVED TEE
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 4' 8'2'
EL 471.5
TOW EL 510.0
3" Ø PIPE, SEE M-302-A9.
AT INSTALLATION, ROTATE 2" Ø PIPE APPROX. 20° - 30° FOR CLEARANCE WITH 1.
GENERAL SHEET NOTES
SHEET KEYNOTES
CAP ENDS OF 2" PIPE WITH GROOVED CAP.1.
SPACING, TYP
PIPE SUPPORT
M-302
FLOW
EL 468.0
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
M A
S T
R E
A M B
U B
B L E
R S
Y S
T E
M
S E
C T
IO
N S
M-301
D
D
IL
L O
N
S
C A
M P
IW
L D
T
B A
R T
E K
BUBBLER
W E
K
R
THREADED ROD.
PRIOR TO INSTALLATION, DRILL PIPE CLAMPS 13/16" Ø TO ACCEPT 3/4" Ø 1.
GENERAL SHEET NOTES
SHEET KEYNOTES
BEHIND PIPE CLAMP AS REQUIRED.
TO MAINTAIN 2" Ø PIPE ALIGNMENT WITH 3" Ø PIPE, INSTALL WASHERS 1.
SECTION - UPSTREAM LANDWALL
SCALE: 3"=1'-0"
SECTION - UPSTREAM SILL
SECTION - TOP OF UPSTREAM LANDWALL
SCALE: 1 1/2"=1'-0"
H9
SECTION - UPSTREAM I-WALL
6"0 3" 1'
6"0 3" 1' 6"0 3" 1'
STAINLESS STEEL CHANNEL, TYP
1' 2'0 6"
U/S SILL EL. 470
PIPE STRAP, TYP
EL. 483.0
EL. 484.0
3" Ø
2.5" Ø
PIPE STRAP, TYP
STAINLESS STEEL CHANNEL, TYP
3" Ø
2" Ø
TYP
ROD SET IN EPOXY,
STEEL THREADED
3/4" STAINLESS
TYP
ROD SET IN EPOXY,
STEEL THREADED
3/4" STAINLESS
EL. 488.6
EL. 487.6
STAINLESS STEEL CHANNEL, TYP
PIPE STRAP, TYP
2" Ø
TYP
ROD SET IN EPOXY,
STEEL THREADED
3/4" STAINLESS
3" Ø
EL. 487.5
EL. 486.5
3'-0"
EPOXY GROUT, TYP
THREADED ROD SET IN
3/4" STAINLESS STEEL
20° APPROX.
9" MIN TYP
9" MIN TYP.
9" MIN TYP
1-5/8" STRUT, TYP
EL. 509.12
1'-0" 1'-0"
SAND FILLED PIPE TRENCH
CONCRETE CAP
M
IN
T
Y
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
M A
W N
S T
R E
A M B
U B
B L E
R S
Y S
T E
M
S E
C T
IO
N S
M-302
D
D
IL
L O
N
S
C A
M P
IW
L D
T
B A
R T
E K
BUBBLER
W E
K
R
GENERAL SHEET NOTES
SHEET KEYNOTES
BEHIND PIPE CLAMP AS REQUIRED.
TO MAINTAIN 2" Ø PIPE ALIGNMENT WITH 3" Ø PIPE, INSTALL WASHERS 1.
SECTION - DOWNSTREAM LANDWALL
SECTION - DOWNSTREAM SILL
SECTION - TOP OF DOWNSTREAM LANDWALL
SCALE: 1 1/2"=1'-0"
H9
SECTION - DOWNSTREAM I-WALL
6"0 3" 1'
6"0 3" 1' 6"0 3" 1'
1' 2'0 6"
EPOXY GROUT, TYP
THREADED ROD SET IN
3/4" STAINLESS STEEL
20° APPROX.
20° APPROX.
STAINLESS STEEL CHANNEL, TYP
STAINLESS STEEL CHANNEL, TYP
PIPE STRAP, TYP
PIPE STRAP, TYP
3" Ø
2" Ø
TYP
ROD SET IN EPOXY,
STEEL THREADED
3/4" STAINLESS
EL. 471.5
EL. 470.0
9" MIN TYP
9" MIN TYP
PIPE STRAP, TYP
EL. 469.0
3" Ø
TYP
ROD SET IN EPOXY,
STEEL THREADED
3/4" STAINLESS
2.5" Ø
EL. 468.0
9" MIN TYP
STAINLESS STEEL CHANNEL, TYP
20° A
PPROX.
1-5/8" STRUT, TYP
EL. 471.5
EL. 509.12
EL. 468.17
3" Ø
PIPE STRAP, TYP
TYP
ROD SET IN EPOXY,
STEEL THREADED
3/4" STAINLESS
1'-0" 1'-0"
3'-0"
SAND FILLED PIPE TRENCH
CONCRETE CAP
M
IN
T
Y
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
M A
B L E T
R E
N C
H A
N D T
R E
N C
H B
U L
K H
E A
D S
S E
C T
IO
N S
M-303
D
D
IL
L O
N
S
C A
M P
IW
L D
T
B A
R T
E K
BUBBLER
W E
K
R
GENERAL SHEET NOTES
CHANNEL, TYP
STAINLESS STEEL
COUPLING, TYP
GROOVED
SUPPLY PIPE, TYP
3" CHAMBER
3'-0"
LOCK CHAMBER
4" SUPPLY PIPE
3" CHAMBER SUPPLY PIPE, TYP
CABLE TRENCH LEDGE
PIPE STRAP, TYP
BULKHEAD
TRENCH COVER
CABLE TRENCH
4" SUPPLY PIPE
1'-0"1'-0"
4'-6"
G1
SCALE: 1"-1/2=1'-0"
TYPICAL SECTION - TRENCH BULKHEAD
G8
SCALE: N.T.S
M-303-G8 - PIPE PENETRATION
1' 2'0 6"
CONCRETE OR CMU, CUT HOLE FOR PIPE
BOLT
PRESSURE PLATE
PIPE SEAL BASIS OF DESIGN: LINK SEAL
PVC PIPE SLEEVE TYP
PIPE
6"
BULKHEAD
TYPICAL SECTION - VERTICAL LOCK WALL CUT
SCALE: 1-1/2"=1'-0"
TYPICAL SECTION - BUBBLER MANIFOLD
SCALE: 1-1/2"=1'-0"
A8
TYPICAL SECTION - CABLE TRENCH
SCALE: 1"=1'-0"
A15
1' 2'0 6" 1' 2'0 6" 0 1' 2'6"
1'-0"
6" 6"
1'-0"1'-0"
CABLE TRENCH LEDGE
M-303
G8
M303
G1
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
M A
H E
A T T
R A
C E F
L E
X
IB
L E H
O S
E
A N
D N
O Z
Z L E
D E
T A
IL
S
M-501
D
D
IL
L O
N
S
C A
M P
IW
L D
T
B A
R T
E K
BUBBLER
W E
K
R
DETAIL - HEAT TRACE ASSEMBLY
SCALE: 6"=1'-0"
SCALE: NTS
DETAIL - FLEXIBLE HOSE CONNECTION
COMPRESSED AIR
2" Ø OR 2.5" Ø
1.5" NPT END
FITTING WITH
BRANCH OUTLET
SHEET KEYNOTES
THREADED LUBRICANT AND TORQUE TO 120 FT-LBS.
JOIN FLANGES WITH GASKET AND 5/8" x 3" STAINLESS STEEL BOLTS. APPLY 3.
NIPPLE BY PERMANENT STAINLESS STEEL BANDING CLAMPS.
DUCKBILL CHECK VALVE WILL BE DELIVERED ASSEMBLED WITH DIFFUSER 2.
PIPES WILL BE DELIVERED WITH BRANCH FITTING WELDED ON.1.
VALVE, TYP.
1.5" Ø DIFFUSER CHECK
CABLE GRIP
2" x 1" REDUCING BUSHING
2" x 1" REDUCING BUSHING
FERRULE
HOSE BARB
WITH TEE ON LOCK WALL
THREADED CONNECTION
6" LONG PIPE NIPPLE
3" PIPE NIPPLE
4" COUPLING
4" x 3" REDUCING BUSHING
3" UNION
3/4" IDA AIR HOSE
2'-0"
2'-0"
2.5" Ø
3" Ø
3" Ø PIPE
2.5" Ø PIPE
FLEXIBLE HOSE
STAINLESS STEEL FLANGE, TYP.
RAISED FACE
HEAT TRACE
4" x 2" FLAT TANK ADAPTER
H9
SCALE: 6"=1'-0"
DETAIL - NOZZLE
3"0 6"1-1/2"
3"0 6"1-1/2"
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
M A
M
N
IF
O L
D S
D E
T A
IL
S
M-502
D
D
IL
L O
N
S
C A
M P
IW
L D
T
B A
R T
E K
BUBBLER
W E
K
R
RIGHT ELEVATION
NEW 4" SUPPLY
CONNECTION TO
4" x 3" REDUCER
FLANGE, TYP
CLASS ISO
BALL VALVE, TYP
3" FLANGED
TO NEW 4" SUPPLY
CONNECTION
4" x 3" REDUCER
UNION, TYP
FITTING 1" NPT OUTLET
BRANCH OUTLET
BALL VALVE, TYP
3" FLANGED
FLANGE, TYP
CLASS ISO
45° ELBOW
BALL VALVE
1" THREADED
AIR FITTING
TWIST STYLE
C
EL. 514.0
L
90° ELBOW, TYP
EL. 510.0
FRONT ELEVATION RIGHT ELEVATION
EL. 510.0
EL. 510.0 EL. 510.0
FRONT ELEVATION
A11
SCALE: 1 1/2"=1'-0"
DETAIL - DOWNSTREAM MANIFOLD
1' 2'0 6"A1
SCALE: 1 1/2"=1'-0"
DETAIL - UPSTREAM MANIFOLD
1' 2'0 6"
90° ELBOW, TYP90° ELBOW, TYP
DESIGN BASIS: APOLLO VALVE 3RACL1500WU2.
CONTROL STANDS AND COMMISIONED UNDER SPECIFICATION 35 08 40.
MANIFOLDS 3" BALL VALVES. ACTUATORS TO BE CONTROLLED FROM
INSTALL ELECTRIC VALVE ACTUATORS ON UPSTREAM AND DOWNSTREAM 1.
GENERAL SHEET NOTES
1'-0"1'-0"
1'-0"1'-0"
45° ELBOW
BALL VALVE
1" THREADED
AIR FITTING
TWIST STYLE
UNION, TYP
FITTING 1" NPT OUTLET
BRANCH OUTLET
C
EL. 514.0
L
EL. 510.5 EL. 510.5
SHEET KEYNOTES
INSTALL END CAP WITH A PRESSURE GAUGE.3.
CENTERLINE OF VALVES TO BE AT 514.0' ELEVATION.2.
WELD IN ACCORDANCE WITH ASME B31.1.1.
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
SD101
A1
SD101
A11
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
M A
M O
L
IT
IO
N
P L
A N
MD101
D
D
IL
L O
N
S
C A
M P
IW
L D
T
B A
R T
E K
BUBBLER
W E
K
R
SCALE: 1"=30'-0"
PLAN - DEMOLITION
FLOW
N
30' 60'0
GALLERY ACCESS MANHOLE
EXISTING CONTROL HOUSE
EXISTING GALLERY
2 2
EXISTING COMPRESSOR
GALLERY ACCESS HATCH
GALLERY ACCESS HATCH
SHEET KEYNOTES
CONNECTION OF EXISTING COMPRESSOR.
RECESS AND DEMOLISH 4" SUPPLY LINE IN GALLERY TO LAST FLANGED
DEMOLISH EXISTING 4" SUPPLY LINE EMBEDDED IN CONCRETE FROM GATE 3.
RECESSES.
UPSTREAM AND DOWNSTREAM COMPRESSED AIR PIPE IN VERTICAL PIPE
COMPRESSED AIR PIPE SCREEN AND ASSOCIATED EQUIPMENT. DEMOLISH
RECESS COMPRESSED AIR PIPE SCREEN AND LAND WALL GATE RECESS
DEMOLISH UPSTREAM AND DOWNSTREAM INTERMEDIATE WALL GATE 2.
SCREEN AND ASSOCIATED EQUIPMENT.
DEMOLISH UPSTREAM AND DOWNSTREAM SILL COMPRESSED AIR PIPE 1.
MD301
A1
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
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
M A
M O
L
IT
IO
N
S E
C T
IO
N
MD301
D
D
IL
L O
N
S
C A
M P
IW
L D
T
B A
R T
E K
BUBBLER
W E
K
R
CABLES
ELECTRICAL
EXISTING
CONDUITØ EXISTING 2 1/2"
LANDWALL GALLERY
LANDSIDE
V A
R
IE
S
3'-0"
A1
TYPICAL SECTION - EXISTING GALLERY
SCALE: NTS
A9
SECTION - EXISTING GALLERY TO COMPRESSOR
SCALE: NTS
EXISTING 8" COMPRESSOR TO REMAIN
EXISTING 4" COMPRESSED AIR SUPPLY PIPE
SIDEWALK
DO NOT UNDERMINE SLAB DURING BUBBLER PIPE DEMOLITION
EXISTING COMPRESSOR
CONDUITØEXISTING 2 1/2"
TOW EL 510.0
TOW EL 510.0
EXISTING 4" Ø BUBBLER PIPE
CABLES
ELECTRICAL
EXISTING
SHEET KEYNOTES
LOCKWALL TO FIRST FLANGE CONNECTION FROM EXISTING COMPRESSOR.
DEMOLISH 4" SUPPLY LINE AND ASSOCIATED EQUIPMENT IN GALLERY AND 1.
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
M A
M O
L
IT
IO
N
S C
H E
D U
L E
MD601
D
D
IL
L O
N
S
C A
M P
IW
L D
T B
A R
T E
K
BUBBLER
W
E K
R
SCALE: NTS
SCHEDULE - DEMOLITION
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
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
C A
M P
B E
L L
D E
M O
L
IT
IO
N
B U
B B
L E
R T
R E
N C
H
P L
A N
SD101
D
D
IL
L O
N
S
C A
M P
IW
L D
T
B A
R T
E K
BUBBLER
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
W E
K
R
/0
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
PLAN - DOWNSTREAM LANDWALL
A11
SCALE: 3/16"=1'-0"
PLAN - UPSTREAM LANDWALL
S T
A .5
8'0 4' 16' 8'0 4' 16'
N N
S T
A .5
6'-5 1/2 "
S T
A .0
5'- /4
/8
60°
3'-0" WIDE x 1'-2"
DEMOLISH TRENCH
6" LONG
3'-0" WIDE x 1'-2" 30'-
DEMOLISH TRENCH
FLOW
FLOW
5'-5 1/2 "
60°
/4
SD201
A1
SD201
A11
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
C A
M P
B E
L L
D E
M O
L
IT
IO
N
B U
B B
L E
R T
R E
N C
H
E L E
V A
T
IO
N
SD201
D
D
IL
L O
N
S
C A
M P
IW
L D
T
B A
R T
E K
BUBBLER
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
W E
K
R
/0
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
ELEVATION - DOWNSTREAM LANDWALL
A11
SCALE: 3/16"=1'-0"
ELEVATION - UPSTREAM LANDWALL
S T
A .5
8'0 4' 16' 8'0 4' 16'
3'-0" WIDE x 1'-2" DEEP
DEMOLISH TRENCH
3'-0" WIDE x 1'-2" DEEP
DEMOLISH TRENCH
S T
A .0
5'-5 1/2 "1'-6"
FLOW FLOW
| B5IWLD04202101_BUBBLER_G-001 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-G-001 |
| B5IWLD04202101_BUBBLER_M-001 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-M-001 |
| B5IWLD04202101_BUBBLER_M-101 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-M-101 |
| B5IWLD04202101_BUBBLER_M-102 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-M-102 |
| B5IWLD04202101_BUBBLER_M-103 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-M-103 |
| B5IWLD04202101_BUBBLER_M-104 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-M-104 |
| B5IWLD04202101_BUBBLER_M-105 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-M-105 |
| B5IWLD04202101_BUBBLER_M-201 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-M-201 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-M-202 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-M-203 |
| B5IWLD04202101_BUBBLER_M-204 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-M-204 |
| B5IWLD04202101_BUBBLER_M-205 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-M-205 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-M-206 |
| B5IWLD04202101_BUBBLER_M-301 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-M-301 |
| B5IWLD04202101_BUBBLER_M-302 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-M-302 |
| B5IWLD04202101_BUBBLER_M-303 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-M-303 |
| B5IWLD04202101_BUBBLER_M-501 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-M-501 |
| B5IWLD04202101_BUBBLER_M-502 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-M-502 |
| B5IWLD04202101_BUBBLER_MD101 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-MD101 |
| B5IWLD04202101_BUBBLER_MD301 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-MD301 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-MD601 |
| B5IWLD04202101_BUBBLER_SD101 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-SD101 |
| B5IWLD04202101_BUBBLER_SD201 |
| B5IWLD04202101-CAD_SHEET-2020-04-15-BUBBLER-SD201 |
File details come from the government source that posted it. Updated .