A22_-_Plans_Volume_2_-_Machinery_Pit_Repairs(a).pdf
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GENERAL SHEET NOTES
PITS.
MIRROR CENTERLINE OF LOCK FOR I-WALL MACHINERY
THIS SHEET TO BE USED FOR OPTIONS B, C, D AND E. 3.
EXISTING DRAINS TO BE CLEANED AND CLEARED. 2.
FRAME AND EMBEDDED METALS TO BE DEMOLISHED.
SEE REFERENCE DRAWINGS FOR EXISTING SUPPORT 1.
M
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"16 119'-116'-0"5'-9"
10" REMOVAL 9" MIN REMOVAL
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1SURFACE IRREGULARITIES MORE THAN
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MIRROR CENTERLINE OF LOCK FOR I-WALL MACHINERY
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GENERAL SHEET NOTES
SHEET KEYNOTES
PITS.
MIRROR CENTERLINE OF LOCK FOR I-WALL MACHINERY
THIS SHEET TO BE USED FOR OPTIONS B, C, D AND E. 2.
EQUIPMENT.
SEE SHEET M-301 FOR REMOVAL OF MACHINERY 1.
EL 506.34
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GENERAL SHEET NOTES
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MIRROR CENTERLINE OF LOCK FOR I-WALL MACHINERY
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A1
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SHEET KEYNOTES
WATERSTOP BETWEEN PLATE AND CONCRETE.
" STAINLESS STEEL BOLTS. USE HYDROPHILIC 8
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SUPPORT BEAMS
LOCATE GUTTER SCUPPER ON CENTERLINE BETWEEN 2.
PITS.
MIRROR CENTERLINE OF LOCK FOR I-WALL MACHINERY
THIS SHEET TO BE USED FOR OPTIONS B, C, D AND E. 1.
"2 126'-
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PLAN MACHINERY PIT COVER PLATES
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H A
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PLAN MACHINERY PIT HANDRAIL
GENERAL SHEET NOTES
B J
O N
E S
C
C L E
M E
N T S
/0
/2
A
R O
D
VOLUME II - A
6'-0"
SEE NOTE 1
" DIAMETER GALVANIZED BOLTS.2
1USE 2.
DRAWINGS.
COORDINATED AND CLEARLY DEPICTED ON SHOP
HANDRAIL. BOLT HOLES IN STRUCTURE STEEL SHALL BE
CONTRACTOR IS RESPONSIBLE FOR LAYOUT OF 1.
SOLICITATION
B J
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US Army Corps of Engineers
US Army Corps
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SHEET ID
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US Army Corps
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EACH WAY
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VERTICAL SURFACES
#6 @ 12" FOR
M
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6" EMBED
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3" COVER
9" MIN
M
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SHEET KEYNOTES
GENERAL SHEET NOTES
PITS.
MIRROR CENTERLINE OF LOCK FOR I-WALL MACHINERY
THIS SHEET TO BE USED FOR OPTIONS B, C, D AND E. 1.
M
IN
OF FLOOR CONCRETE.
PLACE 6X6 W6/W6 WIRE REINFORCEMENT AT CENTER 1.
EL 506.34
EL 510.00
TOP OF EXISTING WALL
EL 510.00
TOP OF EXISTING WALL
EL 510.00
TOP OF EXISTING WALL
EL 506.34
EL 508.96 EL 508.96
EL 508.96
5'-6"
EL 508.08
EL 508.08
PLATE
PROTECTION
MACHINERY PIT
PLATE
PROTECTION
MACHINERY PIT
A
R O
D
B J
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C
C L E
M E
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VOLUME II - A
SOLICITATION
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SHEET KEYNOTES
GENERAL SHEET NOTES
PITS.
MIRROR CENTERLINE OF LOCK FOR I-WALL MACHINERY
THIS SHEET TO BE USED FOR OPTIONS B, C, D AND E. 1.
OF FLOOR CONCRETE.
PLACE 6X6 W6/W6 WIRE REINFORCEMENT AT CENTER 1.
1'-0"
EL 504.00
EL 510.00
TOP OF EXISTING WALL
EL 506.34
1'-0" MIN
M
IN
1'-0" MIN
EL 508.96
EL 510.00
TOP OF EXISTING WALL
"2 11'-115'-6"1'-4"
EL 508.96
#6 @ 12" EACH WAY
EMBED
6"
#6 @ 12" FOR VERTICAL SURFACES
1 1
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A
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W8X67
1" 1"
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SCALE : 3/4"=1'-0" 0 1' 2' 3'
"2 1L 3X2X
W8X67
D4
SECTION
0 3" 6" 9" 12"SCALE : 3"=1'-0"
S E
C T
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N S
GROUT PAD
NON-SHRINK
"16 93 "8
TYP
W8X67
TYP
WT 4 X 33.5
GENERAL SHEET NOTES
PITS.
MIRROR CENTERLINE OF LOCK FOR I-WALL MACHINERY
THIS SHEET TO BE USED FOR OPTIONS B, C, D AND E. 1.S-501
E1
GROUT PAD TYP
NON-SHRINK
PLATE TYP
BEARING
S-501
A6
A
R O
D
5" 3" "2
B J
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VOLUME II - A
D7
SECTION
0 3" 6" 9" 12"SCALE : 3"=1'-0"
SLOPE TO DRAIN
" TYP4
SOLICITATION
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A6
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" COPE4
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" Ø X 3"2
GUTTER TO BE MADE OF CRES STEEL TYPE 304 1.
0 1" 2" 3" 4"SCALE : 6"=1'-0"
PL 1'-2" X 10" X 1"
E M
B E
D
1" ANCHOR BOLT
A
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D
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B J
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M E
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VOLUME II - A
ANCHOR EMEDMENT TYPICAL FOR ALL SUPPORT FRAMING MEMBERS.2.
CENTERLINE OF LOCK FOR I-WALL MACHINERY PITS.
THIS SHEET TO BE USED FOR OPTIONS B, C, D AND E. MIRROR 1.
SOLICITATION
B J
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US Army Corps
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N .T .S
M-001
GENERAL NOTES SUGGESTED SEQUENCE OF WORK
FOR MECHANICAL DETAILS.
17. REFER TO MECHANICAL SPECIFICATION SECTION 35 01 41
DOCUMENT FUNCTION OF ROTARY LIMIT SWITCHES.
OPERATIONAL TESTING (CONNECTED TO GATE). TEST AND
16. PERFORM AND DOCUMENT MITER GATE MACHINERY
GEAR.
15. REINSTALL GATE STRUT ARM AND CONNECT TO BULL
GATE ROTARY LIMIT SWITCHES.
DOCUMENT FUNCTION AND ALIGNMENT OF ALL MITER
MACHINERY (NOT CONNECTED TO GATE). TEST AND
14. PERFORM INITIAL OPERATING TESTS ON MITER GATE
SWITCH DESCRIPTIONS.
TRAVEL LIMITATIONS. SEE REFERENCE DRAWINGS FOR
AFTER REINSTALLATION TO PROVIDE PROPER SPEED AND
POSITION AS DURING REMOVAL. SET LIMIT SWITCHES
13. INSTALL ROTARY LIMIT SWITCH WITH GATE IN SAME
MITER GATE MACHINERY.
12. REINSTALL MACHINERY PLATFORMS AND REMAINING
THRUST WASHER, PIN AND WEDGE.
11. INSTALL NEW BUSHING IN BULL GEAR,INSTALL GEAR,
10. INSTALL NEW BULL GEAR BASE.
ROLLER, PIN, BUSHING AND BASE.
9. INSTALL NEW GEAR ROLLER ASSEMBLIES, INCLUDING
RELUBRICATE PINION GEAR.
8. CLEAN, PAINT AND RELUBRICATE BULL GEARS.
REUSED.
BEAMS. DOCUMENT CONDITION OF EQUIPMENT TO BE
PLATFORM, GEAR REDUCER, MOTOR AND SUPPORT
ROLLER BASES, MACHINERY BASES, MACHINERY
BULL GEAR, BULL GEAR PIN, BULL GEAR BASE, ROLLERS,
7. REMOVE EXISTING MITER GATE MACHINERY INCLUDING
SEE ELECTRICAL SHEETS.
SWITCHES, DISCONNECT ALL ELECTRICAL CONNECTIONS.
6. PRIOR TO REMOVAL OF MOTOR, BRAKE AND LIMIT
5. REMOVE MITER GATE STRUT ARM.
ROTATION.
MITERED. UPON REMOVAL, SECURE SHAFT TO PREVENT
REMOVE ROTARY LIMIT SWITCH WITH GATE FULLY 4.
THIS WORK.
LIMIT SWITCHES MOUNT TO EQUIPMENT MOVED DURING
SETTINGS WILL BE DISTURBED BY THIS WORK. ROTARY
MITER GATE ROTARY LIMIT SWITCHES. LIMIT SWITCH
3. TEST AND DOCUMENT FUNCTION AND ALIGNMENT OF ALL
THE CONTRACTING OFFICER.
DISCREPANCIES RELATIVE TO CONTRACT DOCUMENTS TO
INSTALLATION OF EQUIPMENT. REPORT ANY
AND SUBMIT SURVEY DATA PRIOR TO REMOVAL AND
SUBSTANTIATE CENTERLINES AND ELEVATIONS. RECORD
CONTRACTING OFFICER WHICH SHALL BE USED TO
A VISIBLE REFERENCE POINT(S) AS APPROVED BY THE
AND TRIANGULATED). THE CONTRACTOR SHALL ESTABLISH
OF LOCKWALL ELEVATIONS (TO NEAREST 0.001 OF A FOOT
SPEED COUPLING, MACHINERY RECESS FLOORS AND TOP
ROLLER BASES , DRIVE REDUCER OUTPUT SHAFTS, LOW
SECTOR GEARS, PINION GEARS,PINION GEAR BASES, GEAR
OF ALL MITER GATE OPERATING MACHINERY INCLUDING:
2. SURVEY AND FIELD VERIFY CENTERLINES AND ELEVATIONS
INSPECTION AND REPORTING REQUIREMENTS.
DISASSEMBLY. SEE SPECIFICATIONS FOR TEST,
MACHINERY OPERATIONAL TESTING BEFORE
1. CONTRACTOR IS RESPONSIBLE TO PERFORM MITER GATE
OPTION E IS FOR THE LOWER I-WALL MACHINERY PIT.9.
OPTION D IS FOR THE UPPER I-WALL MACHINERY PIT.8.
MACHINERY PIT.
OPTION C IS FOR THE LOWER LANDWALL MITER GATE 7.
MACHINERY PIT.
OPTION B IS FOR THE UPPER LANDWALL MITER GATE 6.
MATCHING THE PAINT OF THE ITEM.
DAMAGED DURING THE WORK WITH TOUCH UP PAINT
AND DEBRIS DURING THE WORK. RESTORE COATINGS
5. PROTECT EXISTING AND NEW COMPONENTS FROM DUST
LOCATION.
MATCHMARKED AND REINSTALLED IN THEIR ORIGINAL
BE REUSED. REUSED COMPONENTS ARE TO BE
PROTECT ALL MACHINERY COMPONENTS WHICH ARE TO 4.
ANCHORS.
PINION BASE BEARING, PINION BASE AND PINION BASE
LOW SPEED COUPLING, PINION GEAR, PINION SHAFT,
MOTOR BRAKE, HIGH SPEED COUPLING, GEAR REDUCER,
COMPONENTS TO BE REUSED INCLUDE: ELECTRIC MOTOR, 3.
BE INSTALLED.
2. SEE VOL II B FOR NEWLY FABRICATED COMPONENTS TO
MACHINERY COMPONENTS.
INCLUDES REMOVAL AND INSTALLATION OF MITER GATE
THIS VOLUME OUTLINES OPTIONS B THRU E WHICH 1.
J
B A
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M
C A
C K
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VOLUME II - A
G E
N E
R A
L M
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H A
N
IC
A L N
O T
U .S
A R
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US Army Corps of Engineers
US Army Corps
P R
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C T C
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SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
GENERAL NOTES
A1
MACHINERY PIT PLAN
3'-8"
5'-5"
"16
9'-8
6'-5"
5'-5"
PINION BASE AND GEAR
0 1' 2' 4'SCALE : 1/2"=1'-0"
ROLLER ASSEMBLY, TYP. 4 PLACES
MITER GATE RECESS
APPROX. LOCATION
GREASE JUNCTION BLOCK
PITCH Ø 18'-8"
BULL GEAR Ø 18' -10"
SOLE PLATE
STRUT ARM PIN
DISTANCES BETWEEN GEARS.
FIELD VERIFY ROLLER LOCATIONS AND CENTERLINE 5.
LOCATION WITH 4' SQUARE TOP FLANGE.
NEW BULL GEAR BASE IS SHOWN, EXISTING IS IN SAME 4.
REFERENCE DRAWING.
CONNECTING BOLTS AND NUTS AT INSTALLATION. SEE
BULL GEAR CONNECTING BOLTS NOT SHOWN. USE NEW 3.
STRUT ARM NOT SHOWN FOR CLARITY.
GEARBOX, HIGH SPEED COUPLING, MOTOR, BRAKE AND
SUPPORT FRAMING, COVER PLATES, SOLE PLATE, 2.
TYPICAL OF THE THREE OTHER MACHINERY PITS.
UPPER LANDWALL MACHINERY PIT SHOWN, LAYOUT IS 1.
"2
14'-2
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IT
M-101
P L
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L A
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K
IL
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IN
P
P E
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N N
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IL
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D B
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IG
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D A
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A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
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L
IC
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A T
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N N
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
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2 3 4 5 6 7 8 9 10
W E
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M-301
IN
O
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R
IV
E R B
A S
IN
SHEET KEYNOTES
GENERAL NOTES
A1
LOCKWALL EL 510.0
SECTION
C L
BULL GEAR C
L
SCALE : 3/4"=1'-0" 3'2'1'0
S
C A
M P
IO
N
PINION GEAR
REF. EL 504.0
REF. EL 506.34
4 3
ROTARY LIMIT SWITCH
TYP. 4 LOCATIONS
DEMOLISH ROLLER BASE ANCHOR BOLTS,
REMAIN IN PLACE
BASE ANCHORS TO
EXISTING PINION
C L
REF. EL 507.579
DIAMOND PLATE COVERS.
10. REMOVE AND DISPOSE OF EXISTING STEEL FRAMING AND
DEMOLITION LIMITS.
LEVELING NUTS AND ANCHORS. SEE SD-301 FOR CONCRETE
DEMOLISH PINION BASE GROUT PAD, PRESERVE EXISTING 9.
CONCRETE WORK.
ANCHOR BOLTS TO REMAIN IN PLACE, PROTECT DURING
GEAR, SHAFT AND LOW SPEED COUPLING. PINION BASE
REMOVE AND PRESERVE EXISTING PINION BASE, BEARING, 8.
WITH ELEVATION OF CONCRETE DEMO. SEE SD-301.
DEMOLISH EXISTING BULL GEAR BASE ANCHORS. CUT FLUSH 7.
REMOVE BULL GEAR BASE AND THRUST WASHER.6.
REMOVE ROLLER ASSEMBLY, FOUR PLACES.5.
REMOVE BULL GEAR.4.
REMOVE BULL GEAR PIN, WEDGE AND BUSHING.3.
REMOVE STRUT ARM PIN AND BUSHING.2.
PHOTO.
PRESERVE FOR REINSTALLATION. SEE SHEET M-901 FOR
ELECTRIC MOTOR, MOTOR BRAKE AND SOLE PLATE.
1. REMOVE EXISTING GEAR REDUCER, HIGH SPEED COUPLING,
ARE OPPOSITE HAND.
I-WALL MACHINERY PIT SHOWN, LANDWALL MACHINERY PITS 7.
AND NEWLY FABRICATED COMPONENTS FROM VOL II B.
SEE M-302 FOR INSTALLATION OF REUSED COMPONENTS 6.
PITS. SEE SPECIFICATIONS SECTION 02 83 13.
LEAD PAINT IS ASSUMED TO BE PRESENT IN MACHINERY 5.
SEE SD-101 AND SD-301 FOR CONCRETE DEMOLITION.4.
MEASURE AND RECORD GEAR BACKLASH.3.
PRIOR TO REMOVAL. SEE SPECIFICATIONS.
FIELD VERIFY LOCATIONS AND ELEVATIONS OF MACHINERY 2.
ASSEMBLY DRAWINGS.
REFER TO REFERENCE DRAWINGS FOR ORIGINAL 1.
J
B A
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E K
M
C A
C K
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VOLUME II - A
B
H A
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N
"16 39'-8
M A
C H
IN
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Y P
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D
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O L
IT
IO
N
S E
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N
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P S O
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L A
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SOLICITATION
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D B
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S
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S U
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A P
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
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SHEET ID
A
B
C
D
E
F
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2 3 4 5 6 7 8 9 10
W E
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M-302
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IN
SHEET KEYNOTES
GENERAL NOTES
A1
SECTION
S
C A
M P
IO
N
LOCKWALL EL 510
SET IN EPOXY, TYP. 12 PLACES
1 1/4" Ø THREADED ROD
SCALE : 3/4"=1'-0"
REF. EL 504.0
REF. EL 506.34
0 1' 2' 3'
GROUT PAD
TYP. 4 LOCATIONS
SET 6" IN EPOXY,
3/4" Ø THREADED ROD
GEAR BASE WITH NON-SHRINK GROUT
FILL VOID BENEATH ROLLER BASE, PINION BASE AND BULL 7.
NUT. USE ONE WASHER PER NUT.
ANCHOR BOLTS, LEAVING THREE THREADS BEYOND TOP
AFTER LEVELING, TRIM ROLLER BASE AND BULL GEAR BASE
PROVIDE LEVEL SURFACE AT PRE-DEMOLITON ELEVATION.
PINION BASE PLATE AND BULL GEAR BASE PLATE TO
6. USE LEVELING NUTS BENEATH ROLLER BASE PLATES,
MACHINERY OPERATION.
EACH ROLLER BASE, LINES NOT TO INTERFERE WITH
5. ROUTE GREASE LINES FROM GREASE JUNCTION BLOCK TO
4. ANCHOR EPOXY DESIGN BASIS HILTI HIT-RE 500 V3
PRE-DEMOLITION CONDITION.
3. INSTALL GEARS SUCH THAT GEAR BACKLASH IS EQUAL TO
COMPONENTS TO MATCH PRE-DEMOLITION CONDITION.
2. ELEVATION AND ALIGNMENT OF REINSTALLED
MACHINERY PIT.
OPPOSITE HAND. WORK SHOWN IS TYPICAL OF EACH
2. UPPER LANDWALL MACHINERY PIT SHOWN, I-WALL PITS ARE
COMPONENTS.
1. SEE MECHANICAL SHEETS IN VOL. II B FOR FABRICATED
1' -9"
J
B A
R T
E K
M
C A
C K
L E
Y
VOLUME II - A
B
H A
R T
M A
N
RECOMMENDATIONS.
8. TORQUE NUTS TO EPOXY MANUFACTURER
FOR MACHINERY PHOTO.
MOTOR, BRAKE AND SOLE PLATE, SEE M-901 THIS VOLUME
REINSTALL GEAR REDUCER, HIGH SPEED COUPLING, 7.
INSTALLATION DETAILS.
M-503-A1,D5 FOR FABRICATION DETAILS. SEE M-502 FOR
PIN AND BUSHING. SEE VOL II B M-501-A1,A5 AND VOL II B
INSTALL NEW STRUT ARM PIN AND BUSHING, CROSSHEAD 6.
M-502.
INSTALL NEW BULL GEAR PIN AND WEDGE. SEE VOL II B 5.
M-501-F1,C1,C4 AND M-504.
INSTALL NEW GEAR ROLLERS, 4 LOCATIONS. SEE VOL II B 4.
M-501-C7.
INSTALL BULL GEAR WITH NEW BUSHING. SEE VOL II B 3.
B M-501-F4 AND M-505.
INSTALL NEW GEAR BASE AND THRUST WASHER. SEE VOL II 2.
SPEED COUPLING.
1. REINSTALL PINION BASE, BEARING, GEAR, SHAFT AND LOW
R O
C K I S
L A
N D D
IS
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N
M A
C H
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N S
T A
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1' -9"
R O
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L A
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.S
M-303
C K I S
L A
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IS
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A S
IN
GENERAL NOTES
A1
U P
P E
R I -W
A L L B
U L L G
E A
R R
E P
A
IR
E1
LC
LC
FOR SLOTTED HEAD SET SCREW, (4) REQ'D ON 10" B.C.
AT ASSY, DRILL 2" COUNTERSINK AND TAP 1/4"- 20 UNC 3B
SCALE : 1 1/2"=1'-0"
SCALE : 1 1/2"=1'-0"
2'1'6"0
2'1'6"0
SEE M-501 THIS VOLUME
STRUT ARM PIN SLEEVE
C A
M P
IO
N
OPTION D - REPAIRED BULL GEAR SECTION
OPTION D - EXISTING BULL GEAR SECTION
SLEEVE
MACHINE STRUT ARM PIN HOLE FOR NEW STRUT ARM PIN 3.
DRAWING.
REFER TO REFERENCE DRAWINGS FOR ORIGINAL GEAR 2.
D.
WORK SHOWN THIS PAGE IS ONLY APPLICABLE FOR OPTION 1.
J
B A
R T
E K
M
C A
C K
L E
Y
VOLUME II - A
B
H A
R T
M A
N
FN1 FIT WITH STRUT ARM PIN SLEEVE
BORE HOLE TO 7 3/4" DIA. FULL DEPTH FOR
CIRCLE FOR FLANGE OF PIN SLEEVE
REMOVE MATERIAL 5/8" DEEP OVER AREA OF 12"
R O
C K I S
L A
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IL
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N D L
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K
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P E
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U L
K H
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E S
S E
S
SOLICITATION
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C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
L
IC
IT
A T
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N N
O
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A M
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D W
N B
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D B
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D E
S
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N E
D B
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D E
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S
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S U
B M
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T E
D B
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P L
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C A
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P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
R
A N
S I
D
E ic s p d f2 \2
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C K I S
L A
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IS
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IV
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A S
IN
GENERAL NOTES
A1
S
C A
M P
IO
N
FOR SLOTTED HEAD CAP SCREW, TYP4. PLACES
AT ASSY. 1/4" DRILL THRU ON 10" BC, COUNTERSINK AND TAP 1/4"-20 UNC 2A
+0.0038"/+0.003"
FOR FN1 FIT ON BULL GEAR
Ø"4
MAT: ASTM 668, CL. E
OPTION D.
1. FABRICATION OF THIS PIECE IS ONLY APPLICABLE TO
125 FAO
7"
0 1" 2" 3" 4"SCALE : 6"=1'-0"
OPTION D-STRUT ARM PIN SLEEVE
J
B A
R T
E K
M
C A
C K
L E
Y
VOLUME II - A
B
H A
R T
M A
N
D E
T A
IL
S
O P
T
IO
N D S
T R
U T A
R M P
IN
S
L E
E V
E
DIA. FOR STRUT ARM PIN
TAPERED 1.2" IN 12" ON THE
1'-0"
R O
C K I S
L A
N D
IL
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P S O
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/0
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IW
L D
G R
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Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
SOLICITATION
B
IW
L D
V O
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A
M -5
.d
L
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A T
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N N
O
F
IL
E N
A M
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D W
N B
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C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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N M
A R
K D
A T
E
S
IZ
E
S U
B M
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T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
K
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A N
S I
D
E ic s p d f2 \2
\5
\B
IW
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A
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:4
:5
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M-502
C K I S
L A
N D D
IS
T R
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IL
L
IN
O
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IV
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A S
IN
GENERAL NOTES
A1
S
C A
M P
IO
N
0 1" 2" 3" 4"SCALE : 6"=1'-0" 0 3" 6" 9" 12"SCALE : 3"=1'-0"
SWIVEL JOINT ASSEMBLY
C6
SOCKET HEAD SET SCREW
3B FOR 3/8" x 3/4" LG. SS
AT ASSY, DRILL AND TAP 3/8"-16 UNC
SOCKET HEAD SET SCREW
3B FOR 3/8" x 3/4" LG. SS
AT ASSY, DRILL AND TAP 3/8"-16 UNC
FN2 FIT WITH SWIVEL JOINT
STRUT ARM PIN BUSHING
CROSSHEAD PIN
RC6 FIT WITH
CROSSHEAD PIN BUSHING
SECURE PIN WITH 4" HEAVY HEX NUT AND SS COTTER PIN
EXISTING SWIVEL JOINT
SWIVEL JOINT
EXISTING
SECURE PLATE WITH TWO 1/2" x 1 1/2" HEX BOLTS
INSTALL PLATE IN PIN NOTCH,
NEW KEEPER PLATE AND BOLTS,
FN1 FIT WITH CROSSHEAD
NEW CROSSHEAD PIN
EXISTING CROSSHEAD
PIN SLEEVE.
THE THREE OTHER MACHINERY PITS, WITHOUT STRUT ARM
UPPER I-WALL IS SHOWN. ASSEMBLY SHOWN IS TYPICAL OF 4.
IN VOL II B M-501 AND M-503.
STRUT ARM PIN, CROSSHEAD PINS AND BUSHINGS SHOWN 3.
SEE REF. DRAWINGS FOR ORIGINAL.
DRAWINGS. NOT ALL DIMENSIONS AND FEATURES SHOWN.
DRAWING SHOWN IS REPRODUCED FROM REFERENCE 2.
ARM PIN, CROSSHEAD PIN AND BUSHINGS.
ARE FOR REFERENCE DURING INSTALLATION OF STRUT
NO FABRICATION IS SHOWN THIS SHEET. PARTS SHOWN 1.
BULL GEAR
SHEET KEYNOTES
ONLY. OPTIONS B,C AND E HAVE NO SLEEVE.
STRUT ARM PIN SLEEVE SHOWN IS SHOWN FOR OPTION D 2.
CROSSHEAD AND STRUT ARM NOT SHOWN.1.
NEW STRUT ARM PIN
9" Ø x 1/2" THICK PLATE WASHER
4" HEAVY HEX NUT
SWIVEL JOINT AND CROSSHEAD
J
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E K
M
C A
C K
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VOLUME II - A
B
H A
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M A
N
D E
T A
IL
S
S W
IV
E L J
O
IN
T
R O
C K I S
L A
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IL
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/0
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IL
D R
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D E
N I S
L A
N D L
O C
K
U P
P E
R B
U L
K H
E A
D R
E C
E S
S E
S
SOLICITATION
B
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M -5
.d
L
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N N
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F
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C K
D B
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D E
S
IG
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D B
Y
D E
S C
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N M
A R
K D
A T
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S
IZ
E
S U
B M
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T E
D B
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P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
SHEET ID
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
W E
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GENERAL NOTES
A1
MITER GATE MACHINERY ON LOCKWALL
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DISCONNECTING INFORMATION.
SEE SHEETS E-101,E-111,E-121 AND E-131 FOR ELECTRICAL 4.
ORIGINAL LOCATION.
REINSTALL EQUIPMENT AS SHOWN. RETURN MACHINERY TO 3.
PROTECT DURING WORK.
ALL EQUIPMENT SHOWN IS TO BE REUSED. REMOVE AND 2.
LOCATIONS HAVE SIMILAR LAYOUT.
LOWER LANDWALL MACHINERY SHOWN. OTHER THREE 1.
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GENERAL ELECTRICAL NOTES
RE-INSTALLED.
RACEWAY LOCATION OF ALL CABLES TO BE REPLACED OR
NOT LIMITED TO: SIZE, QUANTITY, TYPE, AND TERMINAL AND
RESPONSIBLE FOR FIELD CONFIRMING ITEMS INCLUDING, BUT
AND CABLE NAMES AND LOCATIONS. CONTRACTOR IS
PANELBOARD SCHEDULES, EQUIPMENT, CONTROL DIAGRAMS,
SEE REFERENCE DRAWINGS FOR APPROXIMATE 35.
CONTRACTION COUPLINGS MUST BE CONCRETE-EMBEDDED.
JOINTS. USE FERNCO TYPE JOINTS WHEN EXPANSION
BE INSTALLED ACROSS CONCRETE MONOLITH OR EXPANSION
CONTRACTOR MUST IDENTIFY ALL NEW CONDUITS THAT WILL
FITTING MUST BE PROVIDED WITH GROUNDING JUMPER.
CROSS CONCRETE EXPANSION JOINTS. TYPE EX CONDUIT
MUST BE PROVIDED IN LOCATIONS WHERE NEW CONDUITS
RIGID TYPE EX EXPANSION/CONTRACTION CONDUIT FITTINGS 34.
REMAINING EQUIPMENT.
AND WIRING AS REQUIRED TO MAINTAIN CONNECTION TO
CIRCUITS THAT REMAIN IN OPERATION. EXTEND CONDUIT
THE INSTALLATION OF A JUNCTION BOX TO RECONNECT
EQUIPMENT REMOVAL IN CERTAIN LOCATIONS MAY REQUIRE 33.
VERIFY EXISTING CONDITIONS.
ELECTRICAL CONDITIONS. THE CONTRACTOR MUST FIELD
THE EXISTING ELECTRICAL DRAWINGS INDICATE GENERAL 32.
REQUIREMENTS.
AS-BUILT DRAWINGS. SEE SPECIFICATIONS FOR FURTHER
LOCATIONS OF ALL CONDUITS AND CABLES ON RED-LINE
AS-BUILT DRAWINGS: CONTRACTOR MUST INCLUDE 31.
WHERE NOTED OTHERWISE .
ALL CONDUCTORS MUST BE INSTALLED IN RACEWAY, EXCEPT 30.
CONDUITS.
KEEP 120 VOLT WIRING AND 480 VOLT WIRING IN SEPARATE 29.
ONE CONDUIT.
RUN MORE THAN 9 CURRENT CARRYING CONDUCTORS IN
EXCEPT FOR NIPPLES SHORTER THAN 24 INCHES, DO NOT 28.
LOCATIONS AND CONDUIT ROUTING.
THE GOVERNMENT HAS FINAL APPROVAL ON ALL EQUIPMENT, 27.
CONCRETE ANCHORS ARE NOT PERMITTED.
WEDGE-TYPE CONCRETE ANCHORS AND POWDER-ACTUATED 26.
FASTEN CONDUIT TO ELECTRICAL JUNCTION BOXES.
INSULATED-THROAT CONDUIT HUBS SHALL BE USED TO 25.
HANDHOLES.
CONDUITS AT ALL ELECTRICAL ENCLOSURES, BOXES, AND
PROVIDE INSULATING BUSHINGS AT TERMINATION OF 24.
TO ATTACH NAMEPLATES.
SATISFY THIS REQUIREMENT. USE NON-FERROUS SCREWS
APPLICABLE). LABELING SWITCH AS S-A, S-B, ETC., DOES NOT
OPERATING VOLTAGE, AND MAXIMUM FUSE SIZE (IF
ELECTRICAL EQUIPMENT BY NAME AND FUNCTION INCLUDING
3/16 INCH HIGH LETTER TO IDENTIFY ALL MAJOR PIECES OF
NAMEPLATES MUST BE UV-RATED ENGRAVED PLASTIC WITH
BOXES, TERMINAL BLOCKS, AND NEW EQUIPMENT.
PROVIDE NAMEPLATES FOR NEW PANELBOARDS, JUNCTION 23.
OTHER CONDUIT, MACHINERY, OR PIPING.
EXPOSED CONDUITS. CONDUIT MUST NOT BE SUPPORTED BY
FITTING. USE STRAP-TYPE CONDUIT SUPPORTS FOR
CONDUIT SUPPORT WITHIN 3 FEET OF EACH BOX AND
PROVIDE SUPPORT AT EACH BOX. PROVIDE AN ADDITIONAL 22.
CONDUIT.
CONDUIT SIZE SHALL BE 3/4 INCH RIGID GALVANIZED STEEL
MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG, AND MINIMUM
AND SMALLER, AND STRANDED FOR #8 AWG AND LARGER.
CELSIUS, TYPE XHHW INSULATION. USE SOLID FOR #10 AWG
NEW CONDUCTORS MUST BE COPPER, 600 VOLT, 90 DEGREE 21.
AND CONTINUOUS RACEWAY SYSTEM.
GALVANIZED STEEL TYPE CONDUIT TO PROVIDE A COMPLETE
GALVANIZED STEEL (RGS), AND PVC COATED RIGID
FITTINGS MUST BE UL LISTED PVC SCHEDULE 40, RIGID
UNLESS OTHERWISE NOTED, ALL CONDUITS AND CONDUIT 20.
ANSI, ETC.).
WITH RELEVANT AMERICAN INDUSTRY STANDARDS (NEMA,
TERMINALS, TERMINATORS, AND WIRE LABELS MUST COMPLY
RECEPTACLES, SWITCHES, GROUNDING EQUIPMENT,
LIMITED TO: CONDUIT, WIRE, CABLES, ENCLOSURES, COVERS,
ALL NEW INSTALLED EQUIPMENT INCLUDING, BUT NOT 19.
ALL NEW ELECTRICAL EQUIPMENT MUST BE UL LISTED.18.
APPROVED SUBMITTAL.
EQUIPMENT SHALL NOT BE INSTALLED PRIOR TO AN
HAVE 30 DAYS TO REVIEW. CONTROL STANDS AND
CONTROL STAND STRUCTURES. THE GOVERNMENT SHALL
EQUIPMENT ATTACHED TO OR INSTALLED INSIDE NEW
GOVERNMENT APPROVAL FOR NEW AND REINSTALLED
THE CONTRACTOR SHALL SUBMIT A LAYOUT FOR 17.
WIRE.
PROVIDED WITH A SEPARATE INSULATED GREEN GROUND
ALL NEW BRANCH, FEEDER, AND LIGHTING CIRCUITS MUST BE 16.
CONSTRUCTION. SEE STRUCTURAL DRAWINGS.
STRUCTURAL CONCRETE WORK TO FACILITATE STRUCTURAL
THE ELECTRICAL WORK MUST BE COORDINATED WITH THE 15.
TAKEN TO PROTECT CABLE ENDS FROM BEING SUBMERGED.
WATER MAY OVERTOP THE LOCK WALL. CARE MUST BE
THERE ARE OCCASIONS WHEN THE RIVER MAY FLOOD AND
THE CONTRACTOR MUST BE AWARE AND CONSIDER THAT 14.
WHICH THEY WERE ORIGINALLY INSTALLED.
INSTALL CABLES IN SAME DUCT BANK DUCT LOCATIONS IN
RESPECTIVE TERMINALS UPON THEIR REINSTALLATION.
RE-TERMINATE PERMANENT CABLES TO THEIR PERMANENT 13.
KIND AS EXISTING.
BROKEN OR LOST WIRE LABELS OR CABLE TAGS IN SAME
TAGS EXISTING ON ALL PERMANENT CABLES. REPLACE ANY
AND PROTECT IDENTIFICATION WIRE LABELS AND CABLE
TO BE WORKED WITH OR TEMPORARILY REMOVED. MAINTAIN
LOCATE AND IDENTIFY ALL PERMANENT CABLES REQUIRED 12.
PRIOR TO CONCRETE DEMOLITION.
IN THIS CONTRACT PRIOR TO REMOVING ANY CABLES AND
AREAS OF DEMOLITION OR EXCAVATION BEING ADDRESSED
BURIED AND EMBEDDED CONDUIT OR BURIED CABLE IN
PAINT OR OTHER APPROVED MEANS) THE LOCATION OF EACH
TRACE, LOCATE, IDENTIFY, AND MARK (NON-PERMANENT
PRE-CONSTRUCTION: THE CONTRACTOR MUST PHYSICALLY 11.
EXPENSE
THE LOAD AND WILL BE REPLACED AT THE CONTRACTOR'S
CABLE'S CONTINUOUS LENGTH FROM THE CABLE SOURCE TO
DAMAGED, THE CONTRACTOR MUST REPLACE THE ENTIRE
RESTORE ORIGINAL CABLE TAP SPLICES. IF A CABLE IS
CABLE WILL NOT BE ALLOWED OTHER THAN SPECIFIED TO
AND RE-TERMINATE. PERMANENT SPLICES IN EXISTING
SLACK MAY BE INADEQUATE TO CUT OUT SPLICED CABLE
CABLES AND CONDUCTOR INSULATION. EXCESS CABLE
IN SUCH A WAY AS TO PREVENT DAMAGE TO THE EXISTING
SPLICES AND SPLICE CAPS SHALL BE CAREFULLY REMOVED 10.
NON-TERMINATED, UNATTENDED CABLES OR CONDUCTORS.
MUST BE INSTALLED TO PROTECT THE ENDS OF
CONDUCTOR ENDS FROM WATER INTRUSION. SPLICE CAPS
FROM ELECTRIC SHOCK AND TO PROTECT THE CABLE AND
THE BARE CONDUCTORS AND A CABLE END TO INSULATE
SHRINK MATERIAL WHICH CAN BE PLACED OVER THE END OF
A SPLICE CAP IS A TERM USED TO DESCRIBE BLIND ENDED 9.
LOAD AT THE CONTRACTOR'S EXPENSE.
SHALL BE REPLACED IN ITS ENTIRETY FROM SOURCE TO
ANY PERMANENT CABLES DAMAGED BY THE CONTRACTOR 8.
MUST BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
THE CONTRACTOR (OTHER THAN AS INDICATED IN PLANS)
ANY DAMAGE TO DUCT BANK OR EMBEDDED CONDUITS BY 7.
AND SHALL NOT BE EXPOSED.
EXISTING PERMANENT CABLE SHALL REMAIN PROTECTED
MAY BE ALLOWED TO BE EXPOSED ON THE LOCK WALL.
GALLERIES AND ONLY. TEMPORARY CABLES (IF REQUIRED)
SPLICED ENDS OF EXISTING CABLES IN HANDHOLES AND
MAINTAIN OPERATION OF EQUIPMENT, NEW CABLES SHALL BE
WHERE TEMPORARY CABLE SPLICES ARE NECESSARY TO 6.
WHERE APPROVED BY THE CONTRACTING OFFICER.
PROTECTED LOCATION AND COVERED WITH SECURED TARP
MANHOLE OR HANDHOLE OPENINGS IN THE MOST
GALLERIES MAY BE COILED AND STORED ADJACENT TO THE
HANDRAILS. CABLES THAT WILL NOT FIT IN HANDHOLES OR
EXPOSED ON THE LOCK WALL OR SECURED TO THE
HANDHOLES OR CABLE GALLERIES. DO NOT STORE CABLE
CONCRETE WORK, CABLES SHALL BE PROTECTED IN
WHERE EXISTING CABLES ARE REMOVED TO ALLOW 5.
AND CONDUITS.
SEDIMENT AND SILT IN EXISTING MANHOLES, DUCT BANKS,
BANKS. PERIODIC FLOODING MAY HAVE DEPOSITED
RE-INSTALLATION OF CABLES IN CONDUITS, DUCTS, OR DUCT
TEMPORARY CABLES AND DUCT CLEANING PRIOR TO
SEE SPECIFICATION SECTION 33 70 02 FOR SPLICES OF 4.
NOVEMBER, 2014, SECTION 12.
HEALTH REQUIREMENTS MANUAL EM 385-1-1 DATED 30
PROCEDURES IN ACCORDANCE WITH THE SAFETY AND
CONTRACTOR SHALL ADHERE TO PROPER LOCKOUT/TAG OUT 3.
2014, SECTION 11, SUBSECTION J.
REQUIREMENTS MANUAL EM 385-1-1 DATED 30 NOVEMBER,
MANHOLES IN ACCORDANCE WITH THE SAFETY AND HEALTH
CONTRACTOR SHALL PROVIDE PROTECTION FROM OPEN 2.
ELECTRICAL POWER OUTAGES.
APPROVAL FROM THE CONTRACTING OFFICER PRIOR TO ALL
CONTRACTOR MUST COORDINATE WITH AND RECEIVE 1.
WEATHER MONITORING.
AFFECTING MET STATION EQUIPMENT FOR WATER LEVEL AND
ENGINEERS, HYDRAULICS) PRIOR TO POWER DISTRUPTIONS
THE CONTRACTOR SHALL NOTIFY EC-HW (CORPS OF 49.
PROJECT.
DAMAGED AS A RESULT OF DEMOLITION WORK FOR THIS
NOTIFY THE CONTRACTING OFFICER WHERE CONDUITS ARE 48.
BE PULLED FROM THE MITER GATE ELECTRICAL ENCLOSURE.
NO TEMPORARY POWER OR CONSTRUCTION POWER SHALL 47.
NFPA 70, NATIONAL ELECTRICAL CODE.
MUST BE IN ACCORDANCE WITH THE LATEST EDITION OF
ALL FEATURES OF ELECTRICAL WORK AND INSTALLATION 46.
UPPER LOCK WALL AREAS BY LOCK AND DAM PERSONNEL.
CONTRACTING OFFICER TO ALLOW ACCESS TO NECESSARY
INSTALLATION MUST BE COORDINATED WITH THE
STAGING OF EQUIPMENT, REMOVAL, RELOCATION, AND 45.
VALVE HEATERS IN COLD TEMPERATURES.
TIMES. PROVIDE TEMPORARY CABLING FOR AFFECTED
AFFECTED TRAFFIC LIGHTING AND M.E.T. STATION AT ALL
FROM DUSK TO DAWN. PROVIDE TEMPORARY CABLING FOR
LIGHTING, NAVIGATION LIGHTING AND WIND SOCK LIGHTING
TEMPORARY CABLING FOR AFFECTED POLE MOUNTED
DAMAGE DUE TO CONCRETE SURFACING, PROVIDE
WHERE PERMANENT CABLING IS REMOVED TO PREVENT 44.
SYSTEMS IN WORK AREAS.
FUNCTIONAL LOCK POWER, CONTROL AND LIGHTING
WITH COR TO CONFIRM AND DEMONSTRATE COMPLETELY
CABLES ASSOCIATED WITH THIS PROJECT. COORDINATE
AND COMMISSION ALL LOCK POWER, CONTROL AND LIGHTING
PRIOR TO PUTTING EQUIPMENT BACK INTO SERVICE, TEST, 43.
DAMAGED OR STOLEN.
SAFE, DRY COVERED LOCATION WHERE IT CANNOT BE
SALVAGED EQUIPMENT SHALL BE CAREFULLY STORED IN A 42.
DURING RE-SURFACING WORK.
EXISTING CONCRETE ENCASED DUCTS TO BE PROTECTED
PRIOR TO RESURFACING WORK TO ENSURE AWARENESS OF
COORDINATE CABLE LOCATIONS WITH ALL DISCIPLINES 41.
POINTS TO ADD TO AS-BUILT DRAWINGS FOR THIS PROJECT.
FROM LOCKWALL AND OTHER PERMANENT REFERENCE
GOVERNMENT. PROVIDE SKETCHES WITH MEASUREMENTS
PROVIDE PHOTO AND VIDEO FILES OF PAINT LOCATORS TO
WORK, MARK ELECTRICAL DUCTS USING MARKER-PAINT, AND
PROVIDE LOCATE SERVICES IN AREAS OF BULKHEAD SLOT
PRIOR TO RESURFACING WORK, THE CONTRACTOR MUST 40.
ACCORDANCE WITH EM 385-1-1.
ACCESS INTO THE GALLERY INGRESS/EGRESS HATCH IN
FOR USE. THE CONTRACTOR SHALL PROVIDE LADDER
WORK . THE EXISTING PERMANENT LADDER IS NOT SUITABLE
THE GALLERY REQUIRES PUMPING TO ACCESS OR PERFORM
ELECTRICAL POWER FEED TO DEWATER THE GALLERY WHEN
CONTRACTOR SHALL PROVIDE A SUBMERSIBLE PUMP AND
CONTAINS WATER WHICH WILL BE PUMPED OUT. THE
ACCORDANCE WITH EM 385-1-1. THE GALLERY PERIODICALLY
REQUIREMENTS SHALL APPLY AND BE ADHERED TO IN
THE GALLERY IS A CONFINED SPACE FOR WHICH ALL SAFETY 39.
NOT PRINTED TO SCALE.
ACTUAL FIELD CONDITIONS. REFERENCE DRAWINGS ARE
NOT "AS BUILT" SO THEY DO NOT NECESSARILY REPRESENT
REFERENCE DRAWINGS. THE REFERENCE DRAWINGS ARE
REQUIRED WORK ON THIS CONTRACT IS SHOWN ON THE
INCLUDED SOLELY FOR THE CONTRACTOR'S BENEFIT. NO
REFERENCE DRAWINGS ARE DRAWINGS OF RECORD 38.
WHERE IT IS NO LONGER DISTURBED.
BETWEEN THE CABLE END AND THE ACCESSIBLE POINT
LONGER DISTURBED, AND AT POINTS NO LESS THAN 50 FEET
THE LAST ACCESSIBLE POINT WHERE THE CABLE IS NO
LOAD ENDS, AT THE END OF THE 4 DISCONNECTED CABLE, AT
DURING CONSTRUCTION. LABELING SHALL BE PROVIDED AT
AS A RESULT OF IMPROPER DOCUMENTATION OR DAMAGE
TROUBLESHOOTING, TRACING OR REPLACEMENT REQUIRED
SHALL BE RESPONSIBLE FOR RECONNECTION AND FOR ANY
FUNCTION) FOR EACH CONDUCTOR. THE CONTRACTOR
CONTROL, CABLE NUMBER, LOAD CONNECTION, AND
REMOVAL. LABELING SHALL IDENTIFY FUNCTION (POWER,
ELECTRICAL CABLES PRIOR TO DISCONNECTION OR
CONTRACTOR MUST FIELD IDENTIFY AND LABEL AFFECTED 37.
RGS.
RACEWAY EXPOSED TO WEATHER SHALL BE PVC-COATED
CONCRETE SURFACES. UNLESS NOTED OTHERWISE, ALL
CONCRETE AND 2" EXPOSED WHERE CONDUITS PENETRATE
TO PVC-COATED RGS WITH AT LEAST 2" INSTALLED IN
DUCTS SHALL BE PVC SCHEDULE 40, AND SHALL TRANSITION
UNLESS OTHERWISE NOTED, NEW CONCRETE ENCASED 36.
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®of Engineers
US Army Corps of Engineers
US Army Corps
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SHEET ID
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2 3 4 5 6 7 8 9 10
4 10
5 6
2 4
1 3
CABLE GALLERY
ACCESS HATCH TO
GENERAL SHEET NOTES
SHEET KEYNOTES
480V RECEPTACLE
GALLERY
ACCESS HATCH TO
CABLE GALLERY
ELECTRICAL PLAN - UPPER LEFT LAND WALL
A1 0 4' 16'8'SCALE : 1/8"=1'-0"
N
FLOW
RIVER
LANDWALL
CONCRETE
AREA
GRASSY
LANDWALL
CONCRETE
CHAMBER
LOCK
MAIN
SPEAKER ON POLE
ANCHOR (TYPICAL)
MITER GATE
CONCRETE-EMBEDDED
MITER GATE LEAF
CONTROL CONSOLE
MACHINERY
FILLING VALVE
CABLE GALLERY
8 9
2 47
ENCLOSURE
ELECTRICAL
MITER GATE
EMBEDDED DUCT
CONCRETE
L2-9) IN (4) - 3"
L2-3, L2-5, L2-7 &
C-80, L-2, S-1, L2-1, C-77, C-78, C-79, C-41, C-56, C-57, CABLES (C-35, C-38,
EMBEDDED DUCT
L2-9) IN CONCRETE
L2-3, L2-5, L2-7 &
CABLES (L-2, L2-1,
EMBEDDED DUCT
CONCRETE
C-80) IN 1-1/4"
CABLES (C-79 &
PANELBOARD "L2"
LIMIT SWITCHES
MOTOR, BRAKE &
MACHINERY
MITER GATE
SHELTER
CONTROL STAND
UPPER LEFT
GATE MACHINERY.
RESULTING FROM REMOVAL AND REPLACEMENT OF THE
FOR RESETTING OF ROTATING CAM LIMIT SWITCHES
INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE
SHEETS FOR ADDITIONAL ROTATING CAM LIMIT SWITCH
LIMIT SWITCHES ARE UNCHANGED. SEE MECHANICAL
LINKAGES BETWEEN THE GATE AND THE ROTATING CAM
REINSTALLED SO THAT THE GATE AND MECHANICAL
LIMIT SWITCHES POSITIONING MUST BE REMOVED AND
WHEN GATE MACHINERY IS REMOVED, ROTATING CAM 8.
TEMPERATURES BELOW 50°F.
TEMPORARY POWER TO THE VALVE MAT HEATERS AT
TEMPERATURES. THE CONTRACTOR SHALL PROVIDE FOR
HEATER TO MAINTAIN REQUIRED EQUIPMENT OPERATING
THE VALVE MACHINERY ENCLOSURE INCLUDES A MAT 7.
LOCKWALL.
BENEATH THE CONTROL STAND CONSOLE ABOVE TOP OF
6. SPLICING OF CABLES SHALL BE ALLOWED DIRECTLY
APPROVED BY THE CONTRACTING OFFICER.
MOUNTED IN CONTROL STAND SHELTERS SHALL BE
FINAL LOCATIONS FOR NEW AND SALVAGED EQUIPMENT 5.
OFFICER.
SHALL BE SHALL BE TURNED OVER TO THE CONTRACTING
FOR REINSTALLATION IN NEW CONTROL STAND SHELTERS
ALL EQUIPMENT NOTED FOR SALVAGE, BUT NOT NOTED 4.
DRAWINGS.
CONSTRUCTION RACEWAYS, CABLES AND CONNECTIONS
SEE REFERENCE DRAWINGS FOR ORIGINAL 3.
SEE GENERAL ELECTRICAL NOTES ON SHEET E-001.2.
ALL WORK SHOWN ON THIS SHEET IS PART OF OPTION "B".1.
EXISTING RACEWAY SHALL REMAIN AND BE MAINTAINED.10.
LIMIT SWITCH.
CABLING AND RACEWAY TO MOTOR AND ROTATING CAM
REINSTALL AND RETERMINATE POWER AND CONTROL
9. UPON REINSTALLATION OF MITER GATE MACHINERY,
STRUCTURAL WORK.
RECONNECTION AFTER COMPLETION OF MECHANICAL AND
CAREFULLY STORE RACEWAY AND CABLING FOR
LIMIT SWITCH AT MITER GATE MACHINERY. REMOVE AND
DISCONNECT MITER GATE MOTOR AND ROTATING CAM 8.
REUSED.
CONDUCTORS ARE NOT OF SUFFICIENT LENGTH TO BE
CONTROL CONSOLE AND PANELBOARD WHERE EXISTING
CONDUCTORS WITH NEW FROM HANDHOLE BENEATH
STAND CONSOLE AND PANELBOARD. REPLACE
RACEWAY BETWEEN HANDHOLE BENEATH CONTROL
DEMOLISH EXISTING 2" RACEWAY AND PROVIDE NEW 2" 7.
RESURFACING WORK.
6. REINSTALL EXISTING EQUIPMENT UPON COMPLETION OF
WORK.
NOT BE SUBJECT TO DAMAGE DURING RESURFACING
BOLTS AND EQUIPMENT IN A LOCATION WHERE IT WILL
UNBOLT EQUIPMENT, CAREFULLY REMOVE AND STORE 5.
CONSOLE SHALL BE CRIMPED WITH HEAT SHRINK TUBING.
CONDUIT OR CABLING. CONNECTIONS BENEATH CONTROL
COMPLETION OF WORK THAT CAN POTENTIALLY DAMAGE
ASSOCIATED EQUIPMENT AND RETERMINATE UPON
4. PULL STORED CABLES BACK THROUGH CONDUIT TO
C. POWER SUPPLY
B. RADIO AND RADIO ANTENNA
A. WALL MOUNTED TELEPHONE
SHELTER:
SALVAGED EQUIPMENT IN THE NEW CONTROL STAND
REINSTALL AND RETERMINATE THE FOLLOWING
UPON INSTALLATION OF NEW MODULAR CONTROL STAND, 3.
PROTECT CABLES INSIDE A HANDHOLE OR GALLERY.
RESURFACING AREA AND AS NEEDED TO COIL AND
AS REQUIRED TO REMOVE CABLES FROM THE
ENDS FROM MOISTURE. PULL CONDUCTORS BACK AS FAR
RECONNECTION AFTER WORK IS PERFORMED, AND SEAL
END. LABEL CONDUCTORS TO ASSURE CORRECT
CONDUCTORS FROM EXISTING EQUIPMENT AT THE LOAD
2. PRIOR TO CONCRETE DEMOLITION, DISCONNECT
D. PORTABLE AIR CONDITIONER
C. POWER SUPPLY
B. RADIO AND RADIO ANTENNA
A. WALL MOUNTED TELEPHONE
THE FOLLOWING EQUIPMENT:
SHELTER, CAREFULLY DISCONNECT, SALVAGE AND STORE
PRIOR TO DEMOLITION OF EXISTING CONTROL STAND 1.
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US Army Corps of Engineers
US Army Corps
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GENERAL SHEET NOTES
SHEET KEYNOTES
CABLE GALLERY
ACCESS HATCH TO
1 3
5 6
2 4
ELECTRICAL PLAN - LOWER LEFT LANDWALL
A1 0 4' 16'8'SCALE : 1/8"=1'-0"
N
FLOW
RIVER
LANDWALL
CONCRETE
LANDWALL
CONCRETE
AREA
GRASSY
CHAMBER
LOCK
MAIN
480V RECEPTACLE
SPEAKER
POLE MOUNTED
HANDHOLE
HIGH MAST LIGHT
480V RECEPTACLE
CONTROL CONSOLE
MACHINERY
EMPTYING VALVE
TOW HAULAGE UNIT
ANCHOR (TYPICAL)
MITER GATE
CONCRETE-EMBEDDED
MITER GATE LEAF
8 9
2 47
ENCLOSURE
ELECTRICAL
MITER GATE
L O
W E
R L
E F
T L
A N
D W
A L L10
HANDHOLE
PANELBOARD "L3"
EMBEDDED DUCT
CONCRETE
C-73) IN 1-1/4"
CABLES (C-71 &
EMBEDDED DUCT
L3-9) IN CONCRETE
L3-3, L3-5, L3-7 &
CABLES (L-3, L3-1,
EMBEDDED DUCTS
CONCRETE
L3-9) IN (4) - 3"
L3-3, L3-5, L3-7 &
C-75, L-3, S-2, L3-1, C-70, C-71, C-73, C-43, C-51,C-52, CABLES (C-36, C-42,
LIMIT SWITCHES
MOTOR, BRAKE &
MACHINERY,
MITER GATE
GATE MACHINERY.
RESULTING FROM REMOVAL AND REPLACEMENT OF THE
FOR RESETTING OF ROTATING CAM LIMIT SWITCHES
INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE
SHEETS FOR ADDITIONAL ROTATING CAM LIMIT SWITCH
LIMIT SWITCHES ARE UNCHANGED. SEE MECHANICAL
LINKAGES BETWEEN THE GATE AND THE ROTATING CAM
REINSTALLED SO THAT THE GATE AND MECHANICAL
LIMIT SWITCHES POSITIONING MUST BE REMOVED AND
WHEN GATE MACHINERY IS REMOVED, ROTATING CAM 8.
TEMPERATURES BELOW 50°F.
TEMPORARY POWER TO THE VALVE MAT HEATERS AT
TEMPERATURES. THE CONTRACTOR SHALL PROVIDE FOR
HEATER TO MAINTAIN REQUIRED EQUIPMENT OPERATING
THE VALVE MACHINERY ENCLOSURE INCLUDES A MAT 7.
LOCKWALL.
BENEATH THE CONTROL STAND CONSOLE ABOVE TOP OF
6. SPLICING OF CABLES SHALL BE ALLOWED DIRECTLY
APPROVED BY THE CONTRACTING OFFICER.
MOUNTED IN CONTROL STAND SHELTERS SHALL BE
FINAL LOCATIONS FOR NEW AND SALVAGED EQUIPMENT 5.
OFFICER.
SHALL BE SHALL BE TURNED OVER TO THE CONTRACTING
FOR REINSTALLATION IN NEW CONTROL STAND SHELTERS
ALL EQUIPMENT NOTED FOR SALVAGE, BUT NOT NOTED 4.
DRAWINGS.
CONSTRUCTION RACEWAYS, CABLES AND CONNECTIONS
SEE REFERENCE DRAWINGS FOR ORIGINAL 3.
SEE GENERAL ELECTRICAL NOTES ON SHEET E-001.2.
ALL WORK SHOWN ON THIS SHEET IS PART OF OPTION "C".1.
SHELTER
CONTROL STAND
LOWER LEFT
M
C A
C K
L E
Y
VOLUME II - A
10.EXISTING RACEWAY SHALL REMAIN AND BE MAINTAINED.
LIMIT SWITCH.
CABLING AND RACEWAY TO MOTOR AND ROTATING CAM
REINSTALL AND RETERMINATE POWER AND CONTROL
9. UPON REINSTALLATION OF MITER GATE MACHINERY,
STRUCTURAL WORK.
RECONNECTION AFTER COMPLETION OF MECHANICAL AND
CAREFULLY STORE RACEWAY AND CABLING FOR
LIMIT SWITCH AT MITER GATE MACHINERY. REMOVE AND
DISCONNECT MITER GATE MOTOR AND ROTATING CAM 8.
REUSED.
CONDUCTORS ARE NOT OF SUFFICIENT LENGTH TO BE
CONTROL CONSOLE AND PANELBOARD WHERE EXISTING
CONDUCTORS WITH NEW FROM HANDHOLE BENEATH
STAND CONSOLE AND PANELBOARD. REPLACE
RACEWAY BETWEEN HANDHOLE BENEATH CONTROL
DEMOLISH EXISTING 2" RACEWAYS AND PROVIDE NEW 2" 7.
RESURFACING WORK.
6. REINSTALL EXISTING EQUIPMENT UPON COMPLETION OF
WORK.
NOT BE SUBJECT TO DAMAGE DURING RESURFACING
BOLTS AND EQUIPMENT IN A LOCATION WHERE IT WILL
UNBOLT EQUIPMENT, CAREFULLY REMOVE AND STORE 5.
CONSOLE SHALL BE CRIMPED WITH HEAT SHRINK TUBING.
CONDUIT OR CABLING. CONNECTIONS BENEATH CONTROL
COMPLETION OF WORK THAT CAN POTENTIALLY DAMAGE
ASSOCIATED EQUIPMENT AND RETERMINATE UPON
4. PULL STORED CABLES BACK THROUGH CONDUIT TO
C. POWER SUPPLY
B. RADIO AND RADIO ANTENNA
A. WALL MOUNTED TELEPHONE
SHELTER:
SALVAGED EQUIPMENT IN THE NEW CONTROL STAND
REINSTALL AND RETERMINATE THE FOLLOWING
UPON INSTALLATION OF NEW MODULAR CONTROL STAND, 3.
PROTECT CABLES INSIDE A HANDHOLE OR GALLERY.
RESURFACING AREA AND AS NEEDED TO COIL AND
AS REQUIRED TO REMOVE CABLES FROM THE
ENDS FROM MOISTURE. PULL CONDUCTORS BACK AS FAR
RECONNECTION AFTER WORK IS PERFORMED, AND SEAL
END. LABEL CONDUCTORS TO ASSURE CORRECT
CONDUCTORS FROM EXISTING EQUIPMENT AT THE LOAD
2. PRIOR TO CONCRETE DEMOLITION, DISCONNECT
D. PORTABLE AIR CONDITIONER
C. POWER SUPPLY
B. RADIO AND RADIO ANTENNA
A. WALL MOUNTED TELEPHONE
THE FOLLOWING EQUIPMENT:
SHELTER, CAREFULLY DISCONNECT, SALVAGE AND STORE
PRIOR TO DEMOLITION OF EXISTING CONTROL STAND 1.
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®of Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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SHEET ID
A
B
C
D
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F
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