Amend_0003_Plan_Set_Drawings.pdf
PDF 2 MB Posted
- Solicitation number
- W912EK18R0001_LAGRANGE_LOCK_AND_DAM
View the file
Other files
Show all 12
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
A N
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r
B a s in \0
L a
G ra n g e \4
M a jo r
R e h a b il it a ti o n \P la n S e ts \S h e e ts
L a n d w a ll \B
IL
L
W -S
E x x x .d g n
:3
:1
A
M b e c d ja w
/1
/2
.T .S
SE201
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V E
R S
A
IL
L E
S
IL
L A G
R A
N G
E L
O C
K D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
M A J
O R R
E H
A B
IL
IT
A T
IO
N W
E
K -1
-R -0
N
IC
K E
L
A
G O
O D
A L L
C A
D
T
M A
C K
B
IL
L
W -S
E x x x .d g n
T A
IN
T E
R V
A L
V E R
E H
A B
IL
IT
A T
IO
N
M A
C H
IN
E R
Y
T O V
A L
V E O
P E
R A
T
IN
G
ROPE (2)
EXISTING WIRE
SE301
A1
SE302
A5
SE301
A1
SE310
A1
A1
ELEVATION
SCALE : 3/4"=1'-0" 0 1' 2' 3'
SE302
A1
EL. 417.5
TOP OF CULVERT
EL 434.5
TOP OF LOCK WALL
EL 405.0
BOTTOM OF CULVERT
SE310
A3
CABLE PIN
REMOVING
RECESS FOR
FLOW
GENERAL NOTES
E L E
V A
T
IO
N
INSTALLATION.
PRIOR TO NEW MACHINERY
REINSTALL VALVE BACK IN SERVICE
REPLACE PIN AS REQUIRED TO
REMOVE VALVE FOR REHABILITATION.
REMOVE CABLE SOCKET PIN TO
LANDWALL
SOLICITATION
GOVERNMENT FOR DELIVERY.
AND 2:00 P.M. PROVIDE ONE WEEK NOTICE TO THE
TUESDAY, WEDNESDAY, OR THURSDAY BETWEEN 9:00 A.M.
WILL OFFLOAD COMPONENTS. DELIVERY SHALL BE ON
REMOVAL FROM THE TAINTER VALVE. THE GOVERNMENT
PROJECT OFFICE IN PEORIA, IL WITHIN 60 DAYS OF
AND DELIVER THESE PARTS TO ILLINOIS WATERWAY
ENSURE NO DAMAGE TO THESE COMPONENTS. PALLETIZE
REMOVING AND HANDLING PINS AND BUSHINGS TO
GOVERNMENT PROPERTY. USE APPROPRIATE CARE WHEN
DOWNSTREAM LAND WALL TAINTER VALVE SHALL REMAIN
THE EXISTING TRUNNION PINS AND BUSHINGS ON THE 14.
VALVE TO THE EXISTING MACHINERY.
SHALL BE INSTALLED TO SECURE THE REHABILITATED
LAND WALL TAINTER VALVES, NEW CABLE SOCKET PINS
IN ORDER TO ACCOMMODATE REHABILITATION OF THE
IF I-WALL VALVES ARE TO BE REINSTALLED FOR SERVICE 13.
CONTINUED OPERABILITY.
HYDRAULIC SYSTEM REPLACEMENT TO ENSURE
REQUIRED TO COORDINATE IN-SERVICE VALVE USE WITH
FILL/EMPTY THE LOCK. CONTRACTOR WILL ALSO BE
OPPOSITE WALL TAINTER VALVES TO BE USED TO
REHABILITATED CONCURRENTLY, ALLOWING THE
ONE WALL (EITHER LAND OR INTERMEDIATE) MAY BE
OF THE VALVES OCCUR. THEREFORE, ONLY VALVES FROM
THAT THE LOCK CAN BE OPERATED WHILE REHABILITATION
PERIOD, THE CONTRACTOR MUST SEQUENCE WORK SUCH
IF WORK IS TO BE PERFORMED OUTSIDE OF THE CLOSURE 12.
VALVES ON THE I-WALL.
REHABILITATION DRAWINGS ARE FOR TWO TAINTER
QUANTITIES SHOWN ON THE TAINTER VALVE 11.
RAISING THE VALVE UNDER HEAD.
ENTIRE SERVICE RANGE FOR TWO CYCLES, INCLUDING
OPERATION OF THE TAINTER VALVES THROUGH THE
CONTRACTOR SHALL DEMONSTRATE SATISFACTORY
AFTER THE VALVE PIT HAS BEEN REWATERED, THE 10.
PRESENCE OF THE CONTRACTING OFFICER.
FULLY CLOSED). THIS TEST SHALL BE CONDUCTED IN THE
AS FROM FULLY CLOSED, TO FULLY OPEN, AND BACK TO
OF THE ENTIRE SERVICE RANGE (ONE CYCLE IS DEFINED
SHALL BE OPERATED THROUGH TWO COMPLETE CYCLES
TAINTER VALVES. TO VERIFY OPERATION, THE VALVE
SHALL DEMONSTRATE SATISFACTORY OPERATION OF THE
CULVERT, BUT PRIOR TO REWATERING, THE CONTRACTOR
AFTER TAINTER VALVE HAS BEEN REINSTALLED IN THE 9.
AFTER COMPLETION OF PAINTING OF THE VALVE.
ALL RUBBER SEALS AND BUSHING SHALL BE INSTALLED 8.
CONTRACT SPECIFICATIONS.
EACH VALVE SHALL BE PAINTED ACCORDING TO 7.
ONE HOUR TO PERFORM THIS INSPECTION.
OF EACH VALVE. THE GOVERNMENT SHALL BE ALLOWED
CONTRACTING OFFICER TO PERFORM A FINAL INSPECTION
GOVERNMENT AND PROVIDE ACCESS FOR THE
PRIOR TO PAVING, THE CONTRACTOR SHALL NOTIFY THE
AFTER EACH VALVE HAS BEEN ABRASIVE BLASTED, BUT 6.
PREPARATION FOR PAINTING.
ABRASIVE BLAST THE ENTIRE TAINTER VALVE IN 5.
BEEN PERFORMED.
PREPARATION AND INITIAL PRIME COAT APPLICATION HAVE
AND REPLACE WITH ASTM A325 BOLTS AFTER SURFACE
CONTRACTING OFFICER, PRIOR TO ABRASIVE BLASTING,
REPLACE ALL WORN RIVETS, AS DIRECTED BY THE 4.
TO ABRASIVE BLAST CLEANING.
GREASE OR OIL SHALL BE CLEANED WITH SOLVENT PRIOR
ANY SURFACES OF THE TAINTER VALVES COVERED WITH 3.
THE INSPECTION.
INSPECTION, AND BE ALLOWED FOUR HOURS TO PERFORM
DAYS AFTER NOTIFICATION TO BE ON SITE FOR THE
EACH VALVE. GOVERNMENT WILL BE ALLOWED THREE
GOVERNMENT TO PERFORM AN INITIAL INSPECTION OF
GOVERNMENT AND PROVIDE ACCESS FOR THE
GOVERNMENT. THE CONTRACTOR SHALL NOTIFY THE
IN PREPARATION OF A VISUAL INSPECTION BY THE
CONTRACTOR SHALL PRESSURE WASH THE ENTIRE VALVE
AFTER REMOVAL OF EACH TAINTER VALVE, THE 2.
WORK.
FROM THE CULVERT TO PERFORM THE REHABILITATION
THE CONTRACTOR SHALL REMOVE THE TAINTER VALVE 1.
(SEE GENERAL NOTE 14)
TO REMOVE TAINTER VALVE
REMOVE TRUNNION PINS (2)
_1
/1
/2
R T
N A
M D N
O
A
D D
E D N
O T
E
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
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
Sheet ID
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r
B a s in \0
L a
G ra n g e \4
M a jo r
R e h a b il it a ti o n \P la n S e ts \S h e e ts
L a n d w a ll \B
IL
L
W -E
A x x x .d g n
:5
:2
A
M
B E
D D
K R
R
/1
/2
.S
EA201
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V E
R S
A
IL
L E
S
IL
L A G
R A
N G
E L
O C
K D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
M A J
O R R
E H
A B
IL
IT
A T
IO
N W
E
K -1
-R -0
N
IC
K E
L C
A D
T
M A
C K
K
R O
C K
O W
B
IL
L
W -E
A x x x .d g n
LANDWALL
UNIT LEGEND
GENERAL SHEET NOTES
E L E
V A
T
IO
N
A1
PLAN - CCS MAIN SWITCHBOARD, SB-1
ELEVATION SHALL BE 6'-7" PER NFPA 70.
PLEASE NOTE, THE HIGHEST SWITCH SEE GENERAL SHEET NOTES 13 & 14.
RAISED 24 INCHES OFF FLOOR.
BOTTOM OF SB-1 SHALL BE
C C
S S
W
IT
C H
B O
A R
D S
B -1
SECTION 8
MCC
SECTION 7
MCC
SECTION 4
MCC
SECTION 5
MCC
SECTION 6
MCC
ATS
COMPARTMENT
PT
09EE2400P0H
PER DRAWING
COMPARTMENT
METERING
SEALED UTILITY
AMEREN (MO)
PLC
36' 30' 36'
20' 25' 20' 20' 20'
10.5
10.5
6 6 3
13.5
19.5
19.5
19.5
28.5
SPD
ATS
ATS
.5
.5
480V, 100A
UPPER WINCH
480V, 100A
LOWER WINCH
480V, 100A
HPU #1
SCALE : NTS
SCALE : NTS
SPACE AVAILABLE AND APPLICABLE CODES)
TO INSTALLATION; COORDINATE WITH ALL DISCIPLINES FOR
HOUSEKEEPING PAD WILL REQUIRE MODIFICATION PRIOR
NOTE THAT EXISTING (180" LONG X 40-3/4" WIDE X 5" TALL)
207" (15'-10") (FIELD VERIFY BEFORE ORDERING;
SECTION 1
SWITCHBOARD
SECTION 2
SWITCHBOARD
SECTION 3
SWITCHBOARD
SECTION 4
MCC
SECTION 5
MCC
SECTION 6
MCC
SECTION 7
MCC
SECTION 8
MCC
C1
FRONT ELEVATION, "MAIN SWITCHBOARD", SB-1
MCB
MAIN
BUILDING
I-WALL HPU
480V, 400A
PM1
SECTION 1
SWITCHBOARD
SECTION 2
SWITCHBOARD
SECTION 3
SWITCHBOARD
BUBBLER
480V, 200HP
400A BREAKER
MDP
PANELBOARD
480/277V
DP-2
PANELBOARD
120/208V
DP-1
PANELBOARD
120/208V
480V, 100A
HPU #2
480V, 100A
75KVA TX
480V, 100A
2nd FL.M/V REC.
PANELS (TYP.)
COVERED BACK
TRANSFORMERXFMR
SOFT START NON-REVERSING STARTERSSNR
SURGE PROTECTION DEVICESPD
POTENTIAL TRANSFORMERPT
POWER MONITORPM1
MAIN INCOMER LUG COMPARTMENTMLUG
MAIN LUGS ONLYMLO
MOTOR CONTROL CENTERMCC
MAIN INCOMMING CIRCUIT BREAKERMCB
HYDRAULIC POWER UNIT (65HP MOTOR)HPU
FULL VOLTAGE LIGHTING CONTACTORFVLC
AUTOMATIC TRANSFER SWITCHATS
SOLICITATION
1 STAND-ALONE CABINET IN 2ND FLOOR HPU EQUIPMENT ROOM. SEE ALSO PLC DRAWING SET, SHEET PL_E-501, NOTE 7.
SECTION 8: PLC SECTION MAY REQUIRE COORDINATION FOR RELOCATION OUT OF SB-1, AS SPACE PERMITS, TO BE A 18.
75KVA TRANSFORMER: FLOOR-MOUNT ON 24" ELEVATED PLATFORM NEAR SB-1. 17.
UTILITY AND GENERATOR POWER TO SB-1 ATS WILL ENTER FROM ABOVE SB-1 (TOP-IN, TOP-OUT). 16.
POWER MONITORING WIRING TO PLC FOR DATA LOGGING AND REMOTE CONTROLS.
LOCATED ALONG WALL ADJACENT TO EXISTING 200HP MOTOR. FIELD INVESTIGATION REQUIRED TO CONNECT CONTROLS AND
SOFT STARTER FOR EXISTING 200HP COMPRESSOR MOTOR SHALL BE NON-REVERSING WITH FULL-VOLTAGE BYPASS, AND 15.
3/8 INCH ALUMINUM TREAD-PLATE TO COVER EXISTING OPENING NOT COVERED BY NEW SWITCHBOARD.
CONTRACTOR SHALL PROVIDE MINIMUM L 3 x 3 x 1/2 INCH ANGLE INTEGRAL TO BACKSIDE OF SWITCHBOARD TO SUPPORT MINIMUM 14.
PERIMETER, EMBED 12 INCHES IN EPOXY GROUNT. FIELD VERIFY CURB FOOTPRINT AND WIDTH.
CONTRACTOR SHALL DESIGN ANCHORING POINTS ON SWITCHBOARD BASE. AT MINIMUM OF (8) 1/2 INCH DIA. ANCHORS AROUND 13.
INSTALL DRIP COVERS ON ALL SECTIONS. 12.
SOME EQUIPMENT PROVIDED IN MCC SPECIFIED ELSEWHERE IN THE CONTRACT DOCUMENTS.11.
EXISTING SWITCHBOARD CONCRETE CURB FOUNDATIONS SHALL BE RE-USED AS MUCH AS POSSIBLE. 10.
SEE GENERAL-SET SHEET E-611 FOR MORE EQUIPMENT RATINGS. 9.
AND DEVICENET COMMUNICATION.
ABOVE DATA NOTED FOR PERIODIC LOGGING WITH THE PLC. DESIGN BASIS IS ALLEN-BRADLEY POWERMONITOR 3000 WITH RS-485
VOLTAGE, UNDER VOLTAGE, PHASE IMBALANCE, PHASE LOSS, AND PHASE REVERSAL. PM1 SHALL BE ABLE TO COMMUNICATE ALL
VOLTAGE, CURRENT, FREQUENCY FOR EACH PHASE, AND KVA AND KVAR POWER. ALARM OUTPUTS SHALL INDICATE OVER
PM1 SHALL MONITOR THE LOCK POWER, WHETHER COMMERCIAL UTILITY OR STANDBY GENERATOR. PM1 SHALL DISPLAY
INSTALLED ADJACENT TO THE SERVICE ENTRANCE MAIN DISCONNECT. CT'S SHALL BE INSTALLED WHERE PRACTICAL IN SB-1.
IN ADDITION TO UTILITY METERING REQUIREMENTS (AS COORDINATED WITH AMEREN ILLINOIS), A POWER MONITOR PM1 SHALL BE 8.
I-WALL HPU BUILDING 480V PANEL (SEE GENERAL-SET SHEET E-611 FOR SPD DETAILS). SB-1 MAIN SPD HAS 160KA RATING.
SPD SURGE PROTECTION SHALL BE LOCATED ON THE INCOMING POWER OF SWITCHBOARD SB-1, AT EACH PLC RACK, AND AT 7.
THE CIRCUIT NAMES SHOWN ON THIS SHEET AND PANEL SCHEDULES, SEE SHEET EA602, THIS SET.
EACH SWITCHBOARD SECTION SHALL HAVE AN ENGRAVED NAMEPLATE PER SPECIFICATIONS. SECTION NAME(S) SHALL REFLECT 6.
SECTION WIDTHS MAY NEED TO BE INCREASED AS REQUIRED. 5.
SECTIONS SHALL BE ENCLOSED WITH BOLT ON COVERS.
ALL MAINTENANCE ACCESS TO SWITCHBOARD COMPARTMENTS SHALL BE FROM THE FRONT SIDE ONLY. THE REAR OF ALL 4.
INTERRUPTING WITHSTAND RATING IS 65K AIC SYMMETRICAL, 800A, SILVER PLATED COPPER BUSS. 3.
- TRIP LEVEL, WARNING LEVEL, TIME DELAY BEFORE TRIP
C. PROGRAMMABLE FUNCTIONS:
- TRIP TIME, LINE AND AVERAGE CURRENT, PERCENT THERMAL CAPACITY UTILIZED
B. COLLECTED INFORMATION FOR INPUT TO PLC:
- OVERLOAD, UNDER LOAD, PHASE LOSS / IMBALANCE
A. PROTECTIVE FUNCTIONS:
ENCLOSURES SHALL BE MOUNTED TO HPU STRUCTURE, AND ARE NOT LOCATED IN SB-1.
CHARACTERISTICS: (DESIGN BASIS IS ALLEN-BRADLEY E3 OVERLOADS) FVNR STARTERS FOR HPU1 & HPU2 IN NEMA 12
2. MOTOR / STARTER UNITS (HPU1, HPU2, & 200HP BUBBLER) SHALL USE ELECTRONIC SENSING RELAY WITH THE FOLLOWING
SECTION SHALL CONTAIN UPS.
EQUIPMENT IN SB-1 SHALL COMMUNICATE WITH PLC (DESIGN BASIS IS ALLEN-BRADLEY DEVICENET AND CONTROLNET). PLC
SWITCHBOARD SB-1 DESIGN IS BASED ON SQUARE-D MOTOR CONTROL CENTER (MCC) AND SWITCHBOARD SECTIONS. 1.
/2
/2
K R
R A
M D
A
D D
E D N
E W N
O T
E
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
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R
S
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
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
Sheet ID
A N
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r
B a s in \0
L a
G ra n g e \4
M a jo r
R e h a b il it a ti o n \P la n S e ts \S h e e ts
L a n d w a ll \B
IL
L
W -E
C x x x .d g n
:3
:5
A
M
B E
D D
K R
R
/1
/2
.S
EC502
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V E
R S
A
IL
L E
S
IL
L A G
R A
N G
E L
O C
K D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
M A J
O R R
E H
A B
IL
IT
A T
IO
N W
E
K -1
-R -0
N
IC
K E
L C
A D
T
M A
C K
K
R O
C K
O W
SCALE : NO SCALE SCALE : NO SCALE
SCALE : NO SCALE SCALE : NO SCALE
SCALE : NO SCALE
WELDED NUT
PLATE
BREAKER
ICE
FLAG (SEE DETAIL)
C3
BRACKET
ROLLER
8"
4"
1"2"
4"
6" 1"
AND LOCKWASHER
" BOLT WITH NUT8
"4
1BRACE
" PLATE4
PLATE
ICE BREAKER
PLATE
" STEEL4
PLATE
"4 1" X 4" X 2
1 1
ICE BREAKER
SEE NOTE 11" "4
CONDUIT SUPPORT
CGB FITTING
" BOLT TYP2
PLAN VIEW
ELEVATION VIEW
JB, SEE NOTE 5
GENERAL SHEET NOTES
B
IL
L
W -E
C x x x .d g n
LANDWALL
SWITCH BLOCK
BRACKET
MOUNTING
(8 REQUIRED)
CONCRETE INSERT
THREADED
SIDE OF PLATE
SWITCH MOUNTING
VERTICAL ADJUSTABILITY
" DIA. OBLONG HOLE FOR 16
THREADLOCK)
WELDED NUT (USE
MAGNETS WITH
ADJUSTABILITY
HORIZONTAL
HOLE FOR
" DIA. OBLONG 16
C4
FLAG MOUNTING DETAIL
ELEVATION
C3
FLAG MOUNTING DETAIL
PLAN
VERTICAL ADJUSTABILITY
OBLONG HOLES FOR
A3
FLAG DETAIL
A4
"RECESS" LIMIT SWITCH MOUNTING BRACKET
C1
"RECESS" LIMIT SWITCH ASSEMBLY DETAILS
A1
MITER GATE RECESS
PLAN
SEE NOTE 1
D E
T A
IL
S
E L E
C T
R
IC
L
0 1' 2' 4'SCALE : 1/2"=1'-0"
(AS NEEDED)
CONDUIT SUPPORT
CGB FITTING
"MITER" PROX. SWITCH
CONTINIUE CONDUIT TO
FOR LANDWALL ONLY:
OPERATIONS
FOR PROPER CONTROLS
DISTANCE AS REQUIRED
MAGNETS & FLAG
MAGNETS & FLAG
MAGNETS
PLATE
TO STEEL
BY MAGNETS)
AS REQUIRED
WELD NUT (SIZE
FOR SWITCH BLOCKS
MOUNTING BRACKET
INSTALLATION OF MAGNETS
REQUIRED FOR
CUT HOLES IN STEEL AS
W
IT
H P
R O
X S
E N
S O
R S
*M A
T C
H C
E N
T E
R L
IN
E S
NOTE: 1 REQUIRED PER MITER GATE NOTE: 1 REQUIRED PER MITER GATE RECESS
GRATING.
WALKWAY
GATE UNDER
CONDUIT TO
MOUNT SENSOR
" SS CONDUIT4
" SS CONDUIT2
WHEN GATE IS IN RECESS.
PATH OF NAVIGATION TRAVEL
MOUNTING SHALL REMAIN OUT OF
SENSOR SWITCH. SEE EC501.
LANDWALL "MITER" PROXIMITY
DETAIL)
SWITCH ASSEMBLEY (SEE
"RECESS" PROXIMITY LIMIT
PROX. SWITCHES
PROX. SWITCHESPROX. SWITCHES
REQUIREMENTS FOR SWITCH INSTALLATION.
MAY DIFFERE DEPENDING ON MANUFACTURER'S
PROXIMITY SWITCH AND MAGNET MOUNTING ORIENTATION 6.
CONCRETE TO KEEP THE BOX OFF THE CONCRETE.
INSTALL NEOPRENE SPACERS BETWEEN BOX AND
BOTH SWITCHES WHEN GATE MOVES INTO RECESS.
FLAG AND MAGNET MOTION AS IT COMES UP ALONG SIDE
AND CONDUIT SUCH THAT IT DOES NOT INTERFERE WITH
DRAIN BREATHER IN STALLED IN THE BOTTOM. MOUNT BOX
NEMA 4X STAINLESS STEEL JUNCTION BOX WITH NEMA 4X 5.
DIMENSIONS PRIOR TO CONSTRUCTION OF ANY ITEMS.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL 4.
PRIOR TO MOUNTING BRACKET BUT AFTER MOUNTING FLAG.
FIELD VERIFY LOCATION OF LIMIT SWITCH ASSEMBLEY 3.
THIS DIMENSION TO SUIT SWITCH AND MAGNET BLOCKS.2.
DIMENSIONS TO BE DETERMINED IN THE FIELD.1.
SOLICITATION
/2
/2
K R
R A
M D
N
O T
E S B
L O
C K M
O V
E D D
O W
S
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
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R D
Sheet ID
A N
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r
B a s in \0
L a
G ra n g e \4
M a jo r
R e h a b il it a ti o n \P la n S e ts \S h e e ts
B u b b le r S y s te m \B
IL
B S -M
-1 x x x .d g n
:3
:0
A
M
B E
D D
B M
A
/2
/2
M-110
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V E
R S
A
IL
L E
S
IL
L A G
R A
N G
E L
O C
K D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
M A J
O R R
E H
A B
IL
IT
A T
IO
N W
E
K -1
-R -0
J
B A
R T
E K
C A
D
T
M A
C K
BUBBLER SYSTEM
A S S
H O
W N
A
U N
E R
T L
B
IL
B S -M
-1 x x x .d g n
N
GENERAL SHEET NOTES
P L
A N
0 2' 4' 8'SCALE : 1/4"=1'-0"
0 2' 4' 8'SCALE : 1/4"=1'-0"
A1
PLAN - CCS SECOND FLOOR
C1
PLAN - CCS FIRST FLOOR
N
SHEET KEYNOTES
3" COMPRESSED AIR UP
3" COMPRESSED AIR
3" COMPRESSED AIR
3" COMPRESSED AIR
PIPING TRENCH
AIR DOWN TO
3" COMPRESSED
AIR UP
3" COMPRESSED
/0
/0
C C
S F
IR
S T S
E C
O N
D
F
L O
O R
BE 304L STAINLESS STEEL.
ALL ANCHORS, STRAPS, SUPPORTS, AND FASTENERS SHALL 2.
STAINLESS STEEL.
ALL BUBBLER SYSTEM PIPING SHALL BE SCHEDULE 40, 304L 1.
SET.
IN THE LANDWALL DRAWING
SEE STRUCTURAL DRAWINGS
NEW GENERATOR PLATFORM.
WITH FAN UNIT.
EXISTING RADIATOR
NEW LOCATION FOR
DRAIN LINE7.
SHUTOFF VALVE6.
EXISTING RADIATOR PIPING UNDER PLATFORM.
NEW RADIATOR PIPING SHALL BE ROUTED TO TIE INTO 5.
PAINTED WHEN COMPLETE.
AND ROUTED UNDERNEATH WALKWAY TO RADIATOR AND
NEW RADIATOR PIPING SHALL BE SCHEDULE 40, STEEL, 4.
DEMOLISHED BUBBLER PIPING.
PATCH HOLES IN WALL TO MATCH EXISTING FROM 3.
EXISTING COMPRESSOR SHALL REMAIN.2.
THE FLOOR AND TIGHT TO THE FIRST FLOOR CEILING.
BUBBLER SYSTEM PIPING SHALL BE ROUTED THROUGH 1.
SOLICITATION
A J
U /0
/2
TO BE RELOCATED
EXISTING TANNERGAS TANK
A M
D N
O
R
E V
IS
E D N
O T
E
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r
B a s in \0
L a
G ra n g e \4
M a jo r
R e h a b il it a ti o n \P la n S e ts \S h e e ts P
L C \B
IL
P
L -E -5 x x x .d g n
:2
:4
A
M
B E
D D
K R
R
/1
/2
.S
E-501
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V E
R S
A
IL
L E
S
IL
L A G
R A
N G
E L
O C
K D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
M A J
O R R
E H
A B
IL
IT
A T
IO
N W
E
K -1
-R -0
N
IC
K E
L C
A D
T
M A
C K
K
R O
C K
O W
A1
LANDWALL CONTROL STATION PANEL (LWCSP)
A3
I-WALL CONTROL STATION PANEL (IWCSP)
DISPLAY
GENERAL ALARM TEXT STATUS
ALARM
GEN.
PUSH TO SILENCE
ALARM
AUDIBLE
3'-0"
100%
OPEN
PERCENT
100%
OPEN
PERCENT
OPEN
PERCENT
100%
100%
OPEN
PERCENT
OPEN
PERCENT
100%
100%
OPEN
PERCENT
OPEN
PERCENT
100%
100%
OPEN
PERCENT
GATE
IW
UPPER
GATE
LW
UPPER
VALVE
IW
UPPER
VALVE
LW
UPPER
VALVE
IW
LOWER
VALVE
LW
LOWER
GATE
IW
LOWER
GATE
LW
LOWER
PUMP POWER
HYDRAULIC
OFF
ON
G
ON
R
OFF OFF
R
ON
G G
ON
R
OFF
A
REMOTE REMOTE
A
OFF
R
ON
G
HYD UNIT 4HYD UNIT 3HYD UNIT 2
ETMETM
HYD UNIT 1
BYPASS
GATE INTERLOCK
ON OFF (NOTE 2)
RESET
POWER LOSS
PB
DISPLAY
GENERAL ALARM TEXT STATUS
ALARM
GEN.
PUSH TO SILENCE
ALARM
AUDIBLE
PUMP POWER
HYDRAULIC
OFF
ON
3'-0"
G
ON
R
OFF
A
REMOTE
HYD UNIT 1 HYD UNIT 2
REMOTE
A
OFF
R
ON
G G
ON
R
OFF
ETM
HYD UNIT 3 HYD UNIT 4
ETM
OFF
R
ON
G
B
IL
P
L -E -5 x x x .d g n
PLC
LWCSP
HYDRAULIC SYSTEM
IWCSP
HYDRAULIC SYSTEM
+- 100%
OPEN
PERCENT
100%
OPEN
PERCENT
OPEN
PERCENT
100%
100%
OPEN
PERCENT
OPEN
PERCENT
100%
100%
OPEN
PERCENT
OPEN
PERCENT
100%
100%
OPEN
PERCENT
GATE
IW
UPPER
GATE
LW
UPPER
VALVE
IW
UPPER
VALVE
LW
UPPER
VALVE
IW
LOWER
VALVE
LW
LOWER
GATE
IW
LOWER
GATE
LW
LOWER
(NOTE 6)
(NOTE 6)
GENERAL SHEET NOTES
E N
C L
O S
U R
E P
A N
E L F
A C
E P
L A
T E
S
C C
S I -W
A L L P
L C R
A C
K
D E
T A
IL
SCALE: NO SCALE SCALE: NO SCALE
NAVIGATION LIGHTING
BLUEBLUE
OPERATION
LOCK
NORMAL
BLUEBLUE
LIGHTS
MAST
HIGH
(TOGGLE ON/OFF)
LOCK LIGHTING
ALL DOWN
WICKET DAM
FULL PASS:
NAV. LIGHT
OUTDRAFT
AMBER
LIGHTS
COUPLING
RED
UPSTREAM TRAFFIC LIGHTS
AMBER GREEN
RED
AMBER GREEN
DOWNSTREAM TRAFFIC LIGHTS
LIGHTS
TRAFFIC
HORN
TRAFFIC
OFF
SOLICITATION
OPERATION IN EVENT THAT PLC IS INOPERABLE.
THE HYDRAULIC PUMP TO LOW-FLOW RATE FOR MANUAL
DC-POWER SUPPLY USED TO DRIVE THE SWASH-PLATE OF
THIS SELECTOR SWITCH IS INTENDED TO POWER UP A
INTEGRAL LIGHT, KEY REMOVABLE IN THE OFF POSITION.
LOCATED IN LWCSP SHALL BE KEY OPERATED WITH
"MANUAL OPERATION" KEYED SELECTOR SWITCH 8.
SAME ROOM, RAISED 24" ABOVE EXISTING FLOOR.
COORDINATION FOR LOCATING STAND-ALONE CABINET IN
MAY NOT ALLOW OVERSIZED CABINET, AND MAY REQUIRE
8 (LW SHEET EA201); SPACE IN SB-1 MAY BE LIMITED AND
LANDWALL LWCSP (DETAIL A1) IS SHOWN IN SB-1, SECTION 7.
PROGRAMMING SHEET NOTES.
PUMP-ALTERNATING SEQUENCE REQUIREMENTS. SEE PLC
UNIT SELECT: THE PLC PROGRAM SHALL PROVIDE 6.
DESCRIPTIONS, AND PARTS LIST.
DRAWING SET FOR SIMILAR COMPONENTS,
SEE SHEETS EH501, EH601 AND EH602 IN THE LANDWALL 5.
INDIVIDUAL PTT FEATURE.
LIGHTS ARE NOT AVAILABLE IN COMBINATION WITH EACH
SHOWN) FOR PTT FEATURE IN THE EVENT THAT LED PILOT
REQUIRE AN ADDITIONAL LABELED PUSHBUTTON (NOT
LED TYPE WITH PUSH-TO-TEST (PTT) FEATURE. THIS MAY
ALL INDIVIDUAL PILOT LIGHTS SHALL BE SUPER BRIGHT 4.
DOOR ARE NOT TO SCALE.
NOTE THAT THE CONTROLS COMPONENTS SHOWN IN THE 3.
KEY REMOVABLE IN THE OFF POSITION.
LWCSP SHALL BE KEY OPERATED WITH INTEGRAL LIGHT,
"INTERLOCK BYPASS" SELECTOR SWITCH LOCATED IN 2.
CONTROL STATIONS AS REQUIRED.
MOUNT THE PLC RACKS, AND FOR BEST FIT IN THE
APPROXIMATE AND SHALL BE SIZED TO ADEQUATELY
CONTROLLER ENCLOSURE DIMENSIONS ARE 1.
ON OFF
WITHOUT PLC CONTROL
MANUAL OPERATION
(NOTE 8) ON OFF
WITHOUT PLC CONTROL
MANUAL OPERATION
(NOTE 8)
/2
/2
K R
R A
M D
N
O T
E S B
L O
C K M
O V
E D D
O W
N
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
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R
SD562-A1
SD562-A1
SD560-A3 SD560-A3
SD563-A3
SD560-A1-2 SD560-A1-1
A N
S I
D p w \M
V R -A
P P
W
IN
T .m v r.
d s .u s a c e .a rm y .m il :C
E M
V R R o c k I s la n d D is tr ic t\
D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r
B a s in \0
L a
G ra n g e \4
M a jo r
R e h a b il it a ti o n \P la n S e ts \S h e e ts
IW
a ll \B
IL
IW
-S D x x x .d g n
:5
:2
A
M
B E
D D
B M
A
/2
/2
.S
SD560
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V E
R S
A
IL
L E
S
IL
L A G
R A
N G
E L
O C
K D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
M A J
O R R
E H
A B
IL
IT
A T
IO
N W
E
K -1
-R -0
N
IC
K E
L
A
G O
O D
A L L
C A
D
T
M A
C K
I-WALL
T V M
A C
H
IN
E R
Y P
IE
R
0 1' 2' 4'SCALE : 1/2"=1'-0"
B
IL
IW
-S D x x x .d g n
P L
A N
2'1'0SCALE : 1"=1'-0"
SD260
A3
A1
SD260
A1
ISOMETRIC - SIDE PROTECTION ASSEMBLY
A3
PLAN - SIDE PROTECTION ASSEMBLY
SD561
A1
SD561
A3
S
ID
E P
R O
T E
C T
IO
N A
S S
E M
B L
Y
GENERAL SHEET NOTES
ALL CONNECTION BOLTS SHALL BE ASTM A325, GALVANIZED2.
HOT-DIP GALVANIZE ASSEMBLY AFTER FABRICATION1.
SOLICITATION
B M
A J
U L
M O
D N
O
R
E V
IS
E D S
E C
T
IO
N C
U T
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
M V
D
N D
C
IN
L A
N D N
A V
A G
A T
IO
N D
E S
IG
N C
E N
T E
R L
R
File details come from the government source that posted it.