VOL_1_21B0007_Plans_AM0002.pdf
PDF 15 MB Posted
- Attached to
- MNA-LGA-LMA Headgate Rep Pit Upgrades Federal contract opportunity
- Solicitation number
- W912EF21B0007
About this file
This document provides details for a federal solicitation for construction services. The solicitation number is W912EF21B0007 and seeks proposals for upgrades to the MNA-LGA-LMA Headgate Rep Pit for the Department of the Army Corps of Engineers Engineering District Walla Walla. Interested parties should reference the attached technical specifications and drawings for full details on the required construction upgrades. The solicitation replaces an earlier solicitation number W912EF20B0019 for the same project.
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VOLUME 1
W A
L L
A W
A L L
A D
IS
T R
IC
T
IN
T
E R
IO
R E
L E
V A
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O O
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IV
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IN
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D E
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A-403
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
N
R D A
V E
FINAL
A1
ELEVATION: NORTH SIDE
SCALE: 1/4" = 1'
A5
ELEVATION: EAST SIDE
SCALE: 1/4" = 1'
GENERAL NOTES
LEGEND
N O
R T
H A
N D E
A S
T S
ID
E S
SHEET KEYNOTES
PROTECTED. SHOWN FOR REFERENCE ONLY.
(3) EXISTING MONITORING RECEPTACLES (SEE ELECTRICAL) THAT MUST BE 6.
FOR REFERENCE ONLY.
POST-TENSIONED CABLES EXIST WITHIN GROUT-FILLED POCKETS. SHOWN
EXISTING GROUT-FILLED POCKETS TO BE AVOIDED. EMBEDDED 5.
GATES) TO BE REMOVED.
EXISTING EMBEDDED METAL SLEEVES (FOR SEISMIC BRACING OF HEAD 4.
PAINT ENTIRE CEILING. STOP PAINT AT EACH OPENING.3.
NEW RESINOUS FLOORING, SEE A-401.2.
LARGEST DIMENSION.
PAINT ALL CONCRETE WALLS. FILL ALL HOLES LARGER THAN 1/4" IN THE 1.
J T
A P
P
0 4' 8'2' 0 4' 8'2'
K Z
A K
J T
A P
P
M A
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H E
W Z
A N
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R
R A
MANUFACTURER'S INSTRUCTIONS. SEE A7/A-501.
NEW EMERGENCY EYEWASH STATION. MOUNT PER
A7/A-501.
EXTINGUISHER MOUNTING AND INDICATOR. SEE
NEW COMBINATION FLOOR LEVEL SIGNAGE AND FIRE
REMOVED, UNLESS NOTED OTHERWISE
EXISTING EMBEDDED ELECTRICAL JUNCTION BOX TO BE
TO BE REMOVED
EXISTING EMBEDDED LIGHT AND JUNCTION BOX ABOVE
REMOVED
EXISTING EMBEDDED ELECTRICAL RECEPTACLE TO BE
UNLESS NOTED OTHERWISE
EXISTING STRUCTURAL BOLTS TO BE REMOVED,
NEW INSTALL ITEMS
EXISTING ITEMS
W E
F
B
A-402
A-401
REF
A-402
A-401
REF
REFER TO STRUCTURAL FOR REMOVAL OF ALL METAL PROTUSIONS.4.
EXISTING PLATFORM SYSTEM.
REMOVED. SOME ITEMS MAY NOT BE EXPOSED UNTIL THE REMOVAL OF THE
HEREIN THIS SHEET. CONTRACTOR TO VERIFY ALL EMBEDDED ITEMS TO BE
SHOWN, ALTHOUGH AN ATTEMPT TO NUMERATE ALL ITEMS HAS BEEN MADE
ALL ITEMS TO BE REMOVED ON EXISTING CONCRETE WALLS MAY NOT BE 3.
APPURTENANCES ARE NOT SHOWN FOR CLARITY.
EQUIPMENT, PIPING, CONDUIT, DUCTING AND OTHER SIMILAR
EXISTING TO REMAIN OR NEW MECHANICAL, PLUMBING AND ELECTRICAL 2.
ARCHITECTURAL SHEETS ARE FOR REFERENCE ONLY.
AND APPURTENANCES. ANY OF THESE ITEMS APPEARING IN THE
REFER TO STRUCTURAL DRAWINGS FOR NEW METAL PLATFORM, STAIRS 1.
D E
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319.75
LEVEL
EXT.
FIRE
EYE WASH
EL. 589.00
EL. 607.00
EL. 616.00
EL. 625.00
EL. 634.00
8TH FLOOR
EL. 598.00
6TH FLOOR
EL. 580.00
5TH FLOOR
7TH FLOOR
A4
A-501
A4
A-501
5 5
5 5 5
EL. 589.00
EL. 607.00
EL. 616.00
EL. 625.00
7TH FLOOR
EL. 580.00
5TH FLOOR
EL. 598.00
6TH FLOOR
EL. 634.00
8TH FLOOR
295.25
LEVEL
589.00
LEVEL
EXT.
FIRE
598.00
LEVEL
607.00
LEVEL
EXT.
FIRE
616.00
LEVEL
EXT.
FIRE
625.00
LEVEL
EXT.
FIRE
634.00
LEVEL
A4
A-501
A4
A-501
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P -1 -2
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...\Engineering-Design\LGA\LG456129\Designs\Sheets\LG456129A-404XXX.dgn
VOLUME 1
W A
L L
A W
A L L
A D
IS
T R
IC
T
IN
T
E R
IO
R E
L E
V A
T
IO
N S
L
IT
T L E G
O O
S E L
O C
K A
N D D
A M
S N
A K
E R
IV
E R
O R
E G
O N
W A
S H
IN
G T
O N A
N D I
D A
H O
P O
W E
R H
O U
S E
G A
T E R
E P
A
IR
P
IT
U
P G
R A
D E
S
A-404
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
N
R D A
V E
FINAL
A1
ELEVATION: SOUTH SIDE
SCALE: 1/4" = 1' 0 4' 8'2' A5
ELEVATION: WEST SIDE
SCALE: 1/4" = 1' 0 4' 8'2'
S O
U T
H A
N D W
E S
T S
ID
E S
GENERAL NOTES
LEGEND
SHEET KEYNOTES
EXISTING ANTENNAE TO BE REMAIN. REFER TO ELECTRICAL SHEETS.9.
SHEETS.
EXISTING MECHANICAL OPENING TO REMAIN. REFER TO MECHANICAL 8.
INFILL EXISTING STAIR PER STRUCTURAL.7.
REMOVE EXISTING STAIR PER STRUCTURAL.6.
EXISTING BELL, SEE ELECTRICAL.5.
GATES) TO BE REMOVED.
EXISTING EMBEDDED METAL SLEEVES (FOR SEISMIC BRACING OF HEAD 4.
PAINT ENTIRE CEILING. STOP PAINT AT EACH OPENING.3.
NEW RESINOUS FLOORING, SEE A-401.2.
LARGEST DIMENSION.
PAINT ALL CONCRETE WALLS. FILL ALL HOLES LARGER THAN 1/4" IN THE 1.
J T
A P
P
K Z
A K
J T
A P
P
M A
T T
H E
W Z
A N
G E
R
R A
MANUFACTURER'S INSTRUCTIONS. SEE A7/A-501.
NEW EMERGENCY EYEWASH STATION. MOUNT PER
A7/A-501.
EXTINGUISHER MOUNTING AND INDICATOR. SEE
NEW COMBINATION FLOOR LEVEL SIGNAGE AND FIRE
REMOVED, UNLESS NOTED OTHERWISE
EXISTING EMBEDDED ELECTRICAL JUNCTION BOX TO BE
TO BE REMOVED
EXISTING EMBEDDED LIGHT AND JUNCTION BOX ABOVE
REMOVED
EXISTING EMBEDDED ELECTRICAL RECEPTACLE TO BE
UNLESS NOTED OTHERWISE
EXISTING STRUCTURAL BOLTS TO BE REMOVED,
NEW INSTALL ITEMS
EXISTING ITEMS
W E
F
B
A-402
A-401
REF
A-402
A-401
REF
REFER TO STRUCTURAL FOR REMOVAL OF ALL METAL PROTUSIONS.4.
EXISTING PLATFORM SYSTEM.
REMOVED. SOME ITEMS MAY NOT BE EXPOSED UNTIL THE REMOVAL OF THE
HEREIN THIS SHEET. CONTRACTOR TO VERIFY ALL EMBEDDED ITEMS TO BE
SHOWN, ALTHOUGH AN ATTEMPT TO NUMERATE ALL ITEMS HAS BEEN MADE
ALL ITEMS TO BE REMOVED ON EXISTING CONCRETE WALLS MAY NOT BE 3.
APPURTENANCES ARE NOT SHOWN FOR CLARITY.
EQUIPMENT, PIPING, CONDUIT, DUCTING AND OTHER SIMILAR
EXISTING TO REMAIN OR NEW MECHANICAL, PLUMBING AND ELECTRICAL 2.
ARCHITECTURAL SHEETS ARE FOR REFERENCE ONLY.
AND APPURTENANCES. ANY OF THESE ITEMS APPEARING IN THE
REFER TO STRUCTURAL DRAWINGS FOR NEW METAL PLATFORM, STAIRS 1.
D E
C
C H
A N
G E
D G
E N
E R
A L N
O T
E
EL. 580.00
EL. 589.00
EL. 598.00
EL. 607.00
EL. 616.00
EL. 625.00
EL. 634.00
EL. 580.00
EL. 589.00
EL. 598.00
EL. 607.00
EL. 616.00
EL. 625.00
EL. 634.00
EYE WASH
EXT.
FIRE
EXT.
FIRE
EXT.
FIRE
EYE WASH
EYE WASH
EYE WASH
EYE WASH
EYE WASH
EYE WASH
319.75
LEVEL
EXT.
FIRE
EYE WASH
A4
A-501 A4
A-501 A4
A-501
A4
A-501
L
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IO
N N
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SHEET ID
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B
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
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A W
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L G
P -1 -3 -3 /1
L L
A W
A L L
A
W A
S H
IN
G T
O N
N
R D A
V E
FINAL
VOLUME 1
K E
V
IN
R
E N
S H
A W P .E
A1
SCALE: 3/4" = 1'
DETAIL: EXTENDED PLATFORMS
2'0 1' 4'
N O
R T
H P
L A
N
W E
F
B
E X
T E
N D
E D P
L A
T F
O R
M S
L A
Y O
U T
/4 /2
A D
D E
D N
O T
E
PLATFORM ELEVATIONS.
EXTENDING PLATFORM ARRANGEMENT SHOWN IS TYPICAL OF ALL 1.
GENERAL NOTES
TWO STAGE PLATFORM EXTENSION STAGE 1
CHAIN DRIVE TWO STAGE PLATFORM
EXTENSION STAGE 1
SINGLE STAGE PLATFORM EXTENSION
TWO STAGE PLATFORM
EXTENSION STAGE 2
GRATING
GATE REPAI PIT
M-515
A1
M-507
B1
M-502
A5
M-508
A4
M-507
B1
E3
M-502
E1
M-508
DIMENSION "A"
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
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N M
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D B
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D A
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O
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K E
D B
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®of Engineers
US Army Corps
U .S
A R
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PLATFORM
HANDRAIL DIMENSIONS
DIMENSION "A"
SINGLE STAGE
STAGE 1
STAGE 2
STAGE 2 END
56"
56"
10"
41"
VOLUME 1
N
S
L L
A W
A L L
A D
IS
T R
IC
T
F
IL
E N
T L E G
O O
S E L
O C
K A
N D D
A M
S N
A K
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W A
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IN
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N D I
D A
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P O
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D
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W E
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M-502
K E
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IN
R
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S H
A W P .E
L G
P -1 -3 -3
L L
A W
A L L
A
W A
S H
IN
G T
O N
N
R D A
V
FINAL
IN
G L E S
T A
G E E
X T
E N
D E
D P
L A
T F
O R
M
W E
F
B
A S
S E
M B
L Y
A1
SCALE: 1 1/2" = 1' 1' 2'0 6"
M-508
M-507
REF DETAIL: REMOVABLE GUARD RAIL
A5
DETAIL: SINGLE STAGE EXTENDED PLATFORM
SCALE: NTSM-501
E3
SCALE: NTSM-501
SECTION: SINGLE STAGE PLATFORM DETAIL
MATERIAL: SCH 40 ALUMINUM PIPENOTE:
/4 /2
M O
D
IF
IE
D E
X T
E N
D E
D W
A L
K W
A Y C
A L L
O U
T
SECTION 1
SECTION 2
SECTION 3
SECTION 4
SECTION 5
56" GUARD
RAIL (TYP)
CHAIN DRIVE ROD
TYP SECTION 1, 3 & 5
STAGE 1 CARRIAGE TYP
STATIONARY PLATFORM GRATING
STATIONARY PLATFORM SUPPORT BEAM
CARRIAGE
EXTENDING PLATFORM
PLATFORM GRATING
SLIDES ON TOP OF STATIONARY
PLATFORM WALKING SURFACE
1/4" DIAMOND PLATE EXTENDING
M-503
A4
M-503
C4
M-503
C4
M-503
C4
M-503
A8
A1
M-506
C7
M-504
A2
41" GUARD RAIL
41" GUARD RAIL
56" GUARD RAIL
56" GUARD RAIL
56" GUARD RAIL
SECTION 5
SECTION 4
SECTION 3
SECTION 3
SECTION 4
SECTION 5
CHAIN DRIVE ROD (TYP)
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
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D B
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D A
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C O
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O
C H
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K E
D B
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D R
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U E D
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SHEET ID
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B
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US Army Corps
U .S
A R
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A W
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W A
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IN
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O N A
N D I
D A
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P O
W E
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L L
A W
A L L
A
W A
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G T
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N
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FINAL
VOLUME 1
K E
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IN
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A W P .E
W E
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B
O S
T A
G E E
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D E
D P
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M
S T
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M A
S S
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B L
Y
A4
FRONT ELEVATION: STAGE 2 PLATFORM
M-501
REF
SCALE: NTS
E1
SCALE: NTS
SECTION: TWO STAGE PLATFORM DETAIL
M-501
/4 /2
M O
D
IF
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D E
X T
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D E
D W
A L
K W
A Y C
A L L
O U
STATIONARY PLATFORM GRATING
STATIONARY PLATFORM SUPPORT BEAM
STAGE TWO CARRIAGE
EXTENDING PLATFORM
STAGE ONE CARRIAGE
EXTENDING PLATFORM
TOP OF STATIONARY PLATFORM GRATING
PLATFORM WALKING SURFACE SLIDES ON
1/4" DIAMOND PLATE EXTENDING
M-502
A1
M-502
A1
M-502
A1
M-502
A1
M-502
A1
M-511
A2
M-510
A2
M-510
A2
M-510
A2
M-511
A2
M-506
C7
M-509
A4
M-509
C4
M-509
C4
M-509
C4
M-509
A8
SHAFT 3 - 3'-6"
SHAFT 1 & 2 - 10'-0 3/4"
1 5/8 "1 1/4 "
4 7/8 "
1 5/8 "
/4
1'-0"
7 1/2 "4 1/2 "
1/2 " 2 7/8 " 1 1/4 "
1 1/2 "
5"
9/16 "
1/2 "
1/2 "
/2
/4
1"1"
2 1/2 " 1"
6"
7" 4 3/4 "
2"
4"
/2
/4
3 7/8
1"
.5
7 3/4 " 1/2 "
/4
/2
ASSEMBLY
SUPPORT
SPROCKET
SPROCKET SUPPORT ASSEMBLY
COUPPLING
RIGID
SHAFT 1
SHAFT 2
SPROCKET SUPPORT ASSEMBLY
COUPPLING
RIGID
COUPPLING
RIGID
BRACKET
REDUCER SUPPORT
SHAFT 3
20:1 GEAR RATIO, 892 IN-LB TORQUE
RIGHT ANGLE GEAR REDUCER,
WALKING SURFACE
EXTENDING PLATFORM
STATIONARY GRATING
EXTENDED PLATFORM CARRIAGE
CHAIN DRIVE ROD
ANSI 40 ROLLER CHAIN
IDLER SPROCKET, SEE SPEC
DRIVE SPROCKET, SEE SPEC
CHAIN CONNECTOR
IDLER SPROCKET, SEE SPEC
FLANGE BEARING, SEE SPEC
SUPPORT BEAM
S O
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N N
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US Army Corps
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IN
G T
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N D I
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P O
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VOLUME 1
K E
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A W P .E
O S
T A
G E E
X T
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D E
D P
L A
T F
O R
M
W E
F
B
C H
A
IN
D
R
IV
E
C8
SCALE: 6" = 1' 3"0 6"1-1/2"
C5
A5
E6
G1
A1
SCALE: NTS
DETAIL: CHAIN DRIVE ASSEMBLY
DETAIL: REDUCER SUPPORT
DETAIL: SPROCKET SUPPORT
DETAIL: REDUCER SUPPORT
DETAIL: SPROCKET SUPPORT
DETAIL: CHAIN DRIVE SHAFT
DETAIL: SPROCKET SUPPORT ASSEMBLY
M-501
REF
GENERAL NOTES
ALL COMPONENTS MILD STEEL UNLESS NOTED OTHERWISE.1.
MATERIAL: A36 STEELNOTE:
/4 /2
C1
SCALE: 3" = 1'
DETAIL: SPROCKET SUPPORT INSTALLATION
6"0 3" 1'
A D
D E
D S
P R
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U P
P O
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N S
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A T
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N D
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A
IL
ANSI 40 ROLLER CHAIN IDLER SPROCKET
7/16" X 2" SLOT TYP 7/16" X 2" SLOT TYP
11/16" X 1" SLOT TYP
CHAIN DRIVE ROD
CONNECT TO
SUPPORT STRUCTURE
CONNECT TO
SECOND STAGE
CONNECT TO
BALL BEARING
(TYP)
1/16" CHAMFER
AS REQUIRED BY COUPLING
KEY SLOT, KEY SIZE DIMENSIONS
1/2" PIPE SPACER (TYP)
1/4" CHAMFER
1/2" PIPE SPACER
Ø9/16" HOLE W/
Ø11/16" HOLE
1"R
TYP
TYP
DRIVE SPROCKET
FLANGE BEARING
IDLER SPROCKET
SPROCKET SUPPORT ASSEMBLY
E6
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A
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1 98765432
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
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B R
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...\Engineering-Design\LGA\LG456129\Designs\Sheets\LG456129MH001XXX.dgn
L L
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A L L
A D
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T L E G
O O
S E L
O C
K A
N D D
A M
S N
A K
E R
IV
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O R
E G
O N
W A
S H
IN
G T
O N A
N D I
D A
H O
P O
W E
R H
O U
S E
G A
T E R
E P
A
IR
P
IT
U
P G
R A
D E
S
MH001
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
N
R D A
V
FLEXIBLE DUCT CONNECTOR
DIRECTION OF AIR FLOW
DUCT SECTION - SUPPLY OR TRANSFER AIR
DUCT SECTION - RETURN OR EXHAUST
DUCT TRANSITION
RECTANGULAR TO ROUND
DUCT TRANSITION
RECTANGULAR TO RECTANGULAR
MANUAL AIR VOLUME BALANCING DAMPER
OPPOSED BLADES
MOTOR OPERATED AUTOMATIC DAMPER,
PARALLEL BLADES
MOTOR OPERATED AUTOMATIC DAMPER,
DUCT ACCESS PANEL
AIR INLET, OUTDOOR OR INDOOR
IN INCHES, OF THE SIDE NOT SHOWN.
SECOND FIGURE INDICATES THE DIMENSION,
IN INCHES, OF THE SIDE SHOWN.
FIRST FIGURE INDICATES THE DIMENSION,
SQUARE OR RECTANGULAR DUCT:
JET FLOW DIRECTION AND DEFLECTION)
SUPPLY AIR FLOW JET (ARROW INDICATES AIR
CONTRACT.
WORK PROVIDED BY PERFORMANCE OF THIS
HEAVY LINE WEIGHT INDICATING MECHANICAL
MECHANICAL WORK TO REMAIN.
MEDIUM LINE WEIGHT INDICATING EXISTING
EXISTING SITE FEATURES TO REMAIN.
THAT IS TO REMAIN, AND
EXISTING WORK OTHER THAN MECHANICAL
WORK OTHER THAN MECHANICAL,
LIGHT LINE WEIGHT INDICATING:
AP
20x12
°F
Whr
W
V
TAB
T
STL
SST
SQFT
SP
SEER
RPM
REF
PVC
PH
P
MIN
MAX
kW inWC
ID
Hz
HVAC
HSPF
hr
HP
GALV
FT
FILP
EXST
DIA
CFM
Btu
BHP
AP
ALM
AFF
A
DEGREES FAHRENHEIT
WATT HOUR
WATTS
VOLTS
TESTING, ADJUSTING AND BALANCING
TEMPERATURE
STEEL
STAINLESS STEEL
SQUARE FEET
SET POINT
SEASONAL ENERGY EFFICIENCY RATIO
REVOLUTIONS PER MINUTE
REVERSE
POLYVINYL CHLORIDE
PHASE
POSITION
MINIMUM
MAXIMUM
KILOWATTS
INCHES WATER COLUMN
INSIDE DIAMETER
HERTZ
HEATING, VENTILATING AND AIR-CONDITIONING
HEATING SEASONAL PERFORMANCE FACTOR
HOUR
HORSEPOWER
GALVANIZED
FEET / FOOT
FAIL IN LAST POSITION
EXISTING
DIAMETER
CUBIC FEET PER MINUTE
BRITISH THERMAL UNIT
BRAKE HORSEPOWER
ACCESS PANEL
ALARM
ABOVE FINISHED FLOOR
AMPERE
VOLUME 1
MECHANICAL LINE WEIGHT LEGEND
HVAC AIR DISTRIBUTION LEGEND
MECHANICAL ABBREVIATIONS
RATED WALLS WITH GROUT OR FIRESTOPPING.
AND PIPES AND THE INSIDE SURFACES OF HOLES PENETRATING FIRE
FILL ANNULAR SPACES BETWEEN THE OUTSIDE SURFACES OF DUCTS MG5.
DEMOLITION SHEETS. SEE MECHANICAL LINE WEIGHT LEGEND.
REMOVE WORK INDICATED IN HEAVY LINE WEIGHT ON MECHANICAL MG4.
SHEETS. SEE MECHANICAL LINE WEIGHT LEGEND.
PROVIDE WORK INDICATED IN HEAVY LINE WEIGHT ON MECHANICAL MG3.
MECHANICAL GENERAL NOTES APPLY TO ALL MECHANICAL SHEETS.MG2.
RESERVEDMG1.
MECHANICAL GENERAL NOTES
FSD
COMBINATION FIRE/SMOKE DAMPER IN DUCT
GENERAL EXHAUST FAN EF-18
SPARK RESISTANCE B
WIDTH SINGLE
SINGLEINLET
BLADE TYPE AIR FOIL
SCROLL, WELDEDHOUSING
COUNTERCLOCKWISE
DIRECT, ARRANGEMENT 8DRIVE
DISCHARGE ARRANGEMENT BOTTOM HORIZONTAL
INLET / OUTLET CONNECTIONS FLANGED / FLANGED
MOTOR ENCLOSURE OPEN DRIP PROOF
CONTROL A1/MH601, MH602, E-605
ACCESSORIES SHAFT SEAL
LEGEND
MARK
LOCATION 5TH FLOOR VENTILATION ROOM
SERVICE GATE REPAIR PIT EXHAUST
AIR FLOW RATE (CFM) 8,000
STATIC PRESSURE (INWC) 2.0
FAN TYPE CENTRIFUGAL
MAX SHAFT POWER (HP) 3.35
MOTOR RATED POWER (HP) 5.0
MOTOR SYNCHRONOUS SPEED (RPM) 1,200 (6 POLES)
MOTOR ELECTRICAL POWER (V/PH/Hz) 480/3/60
MOTOR TYPE INVERTER DUTY INDUCTION
MAKE-UP AIR FAN MAF-1
WIDTH SINGLE
SINGLEINLET
BLADE TYPE AIR FOIL
SCROLLHOUSING
BELT, COUNTERCLOCKWISEDRIVE
DISCHARGE ARRANGEMENT TOP HORIZONTAL
INLET / OUTLET CONNECTIONS FLANGED / FLANGED
MOTOR ENCLOSURE OPEN DRIP PROOF
CONTROL A1/MH601, MH602, E-609
LEGEND
MARK
LOCATION 7TH FLOOR VENTILATION ROOM
SERVICE GATE REPAIR PIT MAKE-UP AIR
AIR FLOW RATE (CFM) 7,500*
STATIC PRESSURE (INWC) 0.5
FAN TYPE CENTRIFUGAL
MAX SHAFT POWER (HP) 2.87
MOTOR RATED POWER (HP) 3.0
MOTOR SYNCHRONOUS SPEED (RPM) 3,600 HIGH, 1,200 LOW
MOTOR ELECTRICAL POWER (V/PH/Hz) 480/3/60
SUPPL AIR FAN SF-18
WIDTH SINGLE
SINGLEINLET
BLADE TYPE BACKWARD INCLINED
SCROLLHOUSING
DRIVE
DISCHARGE ARRANGEMENT TOP HORIZONTAL
INLET / OUTLET CONNECTIONS FLANGED / FLANGED
MOTOR ENCLOSURE OPEN DRIP PROOF
CONTROL MANUAL WALL SWITCH
LEGEND
MARK
LOCATION 7TH FLOOR VENTILATION ROOM
SERVICE GATE STORAGE PIT PRESSURIZATION
AIR FLOW RATE (CFM) 1,900
STATIC PRESSURE (INWC) 0.25
FAN TYPE CENTRIFUGAL
MAX SHAFT POWER (HP) 0.29
MOTOR RATED POWER (HP) 0.5
SPEED (RPM) 1,500
MOTOR ELECTRICAL POWER (V/PH/Hz) 120/1/60
ELECTRONICALLY COMMUTATEDMOTOR TYPE
MOTOR TYPE TWO SPEED INDUCTION
LOCAL EXHAUST FANS LEF-1, LEF-2
SPARK RESISTANCE B
WIDTH SINGLE
SINGLEINLET
BLADE TYPE BACKWARD INCLINED
SCROLL, WELDEDHOUSING
DIRECT, ARRANGEMENT 5, CLOCKWISEDRIVE
DISCHARGE ARRANGEMENT UPBLAST
INLET / OUTLET CONNECTIONS FLANGED / PLAIN
MOTOR ENCLOSURE TOTALLY ENCLOSED, FAN COOLED
CONTROL WALL SWITCH INSIDE GATE REPAIR PIT
ACCESSORIES SHAFT SEAL
LEGEND
MARK
LOCATION 8TH FLOOR PLAN FILES
SERVICE LOCAL (WELDING) EXHAUST
AIR FLOW RATE (CFM) 600
STATIC PRESSURE (INWC) 7.0
FAN TYPE CENTRIFUGAL
MAX SHAFT POWER (HP) 0.75
MOTOR RATED POWER (HP) 1.0
FAN WHEEL SPEED (RPM) 2,780
MOTOR ELECTRICAL POWERS (V/PH/Hz) 480/3/60
MOTOR TYPE INDUCTION
FD
FIRE DAMPER IN DUCT
INSTALLED IN THE VENTILATION SYTEM FOR LESS THAN 36 HOURS.
AND ALL THE FILTERS IN THE VENTILATION SYSTEM ARE CLEAN AND HAVE BEEN
EXHAUST AIR FLOW RATE IS EQUAL TO THE FLOW RATE SCHEDULED FOR EF-18
REPAIR PIT AT THE DIFFERENTIAL PRESSURE SET POINT WHEN GATE REPAIR PIT
* ADJUST FAN SPEED TO MAINTAIN THE DIFFERENTIAL PRESSURE IN THE GATE
/4 /2
M O
D
IF
IE
D S
F -1
D
R
IV
E D
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C R
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N
CLOCKWISE OR COUNTERCLOCKWISE
DIRECT, ARRANGEMENT 4 OR 8, 1
EF
MAF
SF
LEF
LEF
19'-6"
APPROX 11'-3"
5'-2"
7' TYP 7' TYP 7' TYP 3'-6" TYP
T
Y P
5'-2"
T
Y P
7' TYP7' TYP7' TYP3'-6" TYP
S O
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C T N
O
C H
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K E
D B
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D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®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
SEE NOTE 6
A1
A1
A4
A4
SEE NOTE 5
GROUND LEVEL - EL 580
PLATFORM LEVEL 4 - EL 607
PLATFORM LEVEL 2 - EL 589
PLATFORM LEVEL 3 - EL 589
PLATFORM LEVEL 5 - EL 616
PLATFORM LEVEL 6 - EL 625
PLATFORM LEVEL 7 - EL 634
SEE NOTE 7
SEE NOTE 8
SEE NOTE 8
SEE NOTE 8
SEE NOTE 8
(TYP), SEE NOTE 2
QUICK DISCONNECT
SEE NOTE 4
SEE NOTE 5
PLATFORM LEVEL 7 - EL 634
PLATFORM LEVEL 6 - EL 625
PLATFORM LEVEL 5 - EL 616
PLATFORM LEVEL 4 - EL 607
PLATFORM LEVEL 3 - EL 589
PLATFORM LEVEL 2 - EL 589
GROUND LEVEL - EL 580
SEE NOTE 7
SEE NOTE 8
SEE NOTE 8
SEE NOTE 8
SEE NOTE 8
S
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VOLUME 1
W A
L L
A W
A L L
A D
IS
T R
IC
T S
N A
K E R
IV
E R
O R
E G
O N
W A
S H
IN
G T
O N A
N D I
D A
H O
P O
W E
R H
O U
S E
G A
T E R
E P
A
IR
P
IT
U
P G
R A
D E
S
MH408
W A
L L
A W
A L L
A
W A
S H
IN
G T
O N
N
R D A
V
SCALE: 3/16" = 1' 8'0 4' 16'A1
SCALE: 3/16" = 1' 8'0 4' 16' A4
SCALE: 3/16" = 1' 8'0 4' 16'
FINAL
L
IT
T L E G
O O
S E L
O C
K A
N D D
A M
K E
V
IN
R
E N
S H
A W P .E
D
K L
O E
W E
R
J
H A
U G
E N
B
M C
N E
IL
R E
P A
IR
P
IT
W
E L
D
IN
G E
X H
A U
R T
H P
L A
N
EAST ELEVATION: WELDING EXHAUST SYSTEM WEST ELEVATION: WELDING EXHAUST SYSTEM
GENERAL SHEET NOTES
W E
F
B
M-901
REF
/4 /2
A D
D E
D E
X H
A U
S T H
O S
E S
Y S
T E
M A
S S
E M
B L
IE
S
CONNECT ON THAT DUCT BRANCH.
DUCT BRANCH - THAT IS, TWO ON EACH LEVEL. ATTACH TO ANY QUICK
RECEPTOR ON THE OTHER END. PROVIDE ONE HOSE ASSEMBLY ON EACH
FLEXIBLE EXHAUST HOSE DISCONNECT ON ONE END AND WELDING FUME
EXHAUST HOSE SYSTEM ASSEMBLY: 8' LENGTH OF FLEXIBLE EXHAUST HOSE, 8.
PLATFORM. CUT GRATING AND PROVIDE COVERS AS REQUIRED.
QUICK CONNECTS FOR THE TOP LEVEL TO BE ACCESSED THROUGH 7.
REDUCE TRUNK LINES TO 6 INCH DIAMETER AT WALL PENITRATION.6.
TRAPPED SOLIDS.
WITH A REMOVABLE CAP OR GATE THAT CAN BE OPENED TO CLEAN OUT
SHORT VERTICAL DOWNWARD BRANCH THAT IS A DEAD END TERMINATING
PROVIDE A DIRT LEG AT THE BOTTOM OF EACH TRUNK LINE. A DIRT LEG IS A 5.
USE 8 INCH DIAMETER DUCT FOR TRUNK LINES.4.
USE 6 INCH DIAMETER DUCTS FOR BRANCH LINES.3.
OPERATED GATE.
SIDE AND 6-8 FEET APART. EQUIP EACH DISCONNECT WITH A MANUALLY
DESIGNED FOR USE WITH 6 INCH DIAMETER FLEXIBLE HOSE. PROVIDE 4 PER
ON EACH LEVEL PROVIDE 8 EVENLY SPACED QUICK DISCONNECTS 2.
USE ONLY LONG RADIUS ELBOWS AND BRANCHS.
AND UNDERSIDE OF PLATFORMS. MAXIMAZE HEAD ROOM AND FREE SPACE.
GALVANIZED STEEL DUCTS, GAUGE 22 OR THICKER. ROUTE ALONG WALLS
PROVIDE LOCAL EXHAUST SYSTEM USING QUICK FIT STYLE ROUND 1.
PLAN: LOCAL EXHAUST SYSTEM
4 4
4 4
26 23 23 23
4 20
20 20 20
202020
20 23
18 18
232323
E E
GATE REPAIR PIT
EL 580
BATTERY ROOM GATE STORAGE PIT
EL 580
ROOM
CABLE SPREADING
VENTILATION ROOM
EL 522.0
SHAFT
AIR
EL 491.25
SHAFT
ELEVATOR
EL 515.0
SHAFT
PIPE
EL 444
SHAFT
CABLE
CA1-e1-CR05.1
CR05-r1-R28
#2
EL 590.0
STUB
S4
S3
S
TERMINATE R25
EL 584.0
EL 588.0
STUB
S3
EL 580
CR05-s13, 1"
CR05-s14, 1" STUB EL 596.0
CR05-s12
CR05-s10, 1"
CR05-r8-R21
CR05-r7-R18
CR05-r6-R23,25
4 #2
R2,4,22,24
CR05-r1-cr05.1, 1 1/2" -
EL 584.0
CA1-e1-CR05.1
CR05.1-r1-R2,4,E
CR05.1-r2-R22,E
CR05-r1-R26,28
#10 #10
CR05-r9-R20
CR05.1 CR05
EL 586.0
TR05-r1-CR05,2"
CR05-r9-R20
EL 589.0
CR05-r5, 1 1/4"CR05-r4-r17,19
EL 589.0
GRFC234
EL 584.0
EL 589.0
GRFC234
EL 589.0
GRFC234
EL 589.0
GRFC234
STUB EL 581.5
CR05-r5, 1 1/4"
CA1-e1-CR06.1
20"x20"x6" 20"x20"x6"
83 83
#10
R24N R2 + -
N + -
R2
R4
N
N
R22
CA1-e1-CR05.1 r1-R24,E r2-R22,E
3#12, 3#10
CR05-r1-CR05.1, 1 1/2"
#10#10
#10
#10
#10
N
1 2
3 4
7 8
9 10
13 14
15 16
19 20
21 22
25 26
27 28
31 32
33 34
37 38
SOLID NEUTRAL
EXCEPT AS NOTED
SINGLE POLE 20A BREAKERS
B A
C K
F R
O N
T
S
S
T R
-r -C
R
S r9
S
S r1 -C
R .1 /2 r1 -C
R .2 /2 r2 r5 r4 r3 /4 r1 r8 r7 r6
SEE DETAIL A
EMBEDED JUNCTION BOX
R002
SURFACE MOUNTED BOX
20"x20"x6"
OPENING TO RPJB1, 1"
R11,C1
C1
R29,N29
RPCC
TO EF18
CR05.2
CR05JB
#6 GND
N11,N13,N15,N27,N29
N1,N3,N5,N7,N9, R11,R13,R15,R27,R29
R1,R3,R5,R7,R9, N1,N3,N5,N7,N13,N15,N27
R9c,R13, R15,R27
R1c,R3c,R5c,R7c, C1,N11
R1c,R3c,R5c,R7c,R9c
R1,R3,R5,R7,R9
N13,N15,N27
R13,R15,R27
N1,N3,N5,N7,N9,N11
R1,R3,R5,R7,R9
RPJB2
EF18CC
CR05JB-r1-RPJB2, 1 1/2"
FAN 1 AND 2
LOCL EXHAUST
LOCAL EXHAUST FAN MOTOR 1
LOCAL EXHAUST FAN MOTOR 2
LEFCC
Q011
D001
R005
LEFT TO RIGHT
(EXISTING)
R003
1 1/2"
R002
R005
R004
Q011
D001
Q007
R004
D002
Q008
Q007
(EXISTING)
R003(EXISTING)
TO EL 598
R003
R004
R002
S O
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D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
A
B
C
D
E
F
G
1 98765432
®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
VOLUME 1
/1
/2
U P
D A
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D N
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A T
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A Y
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T L E G
O O
S E L
O C
K A
N D D
A M
S N
A K
E R
IV
E R
O R
E G
O N
W A
S H
IN
G T
O N A
N D I
D A
H O
P O
W E
R H
O U
S E
G A
T E R
E P
A
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C F
L O
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S -L
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...\Engineering-Design\LGA\LG456129\Designs\Sheets\LG456129E-101XXX.dgn
E L
L
IG
H T
IN
G A
N D P
O W
E R
D1
PLAN EL 580
A1
SECTION A-A
A4
A6
CR05.1
A9
CR05
GENERAL SHEET NOTES
CR05JB
WHILE PRE-EXISTING CABLE PENETRATIONS SHALL BE FIRESTOPPED.
WALLS/FLOORS AT THE REPAIR AND STORAGE PIT SHALL BE GROUTED SOLID
ALL CONDUIT & PIPE PENETRATIONS THROUGH THE CONCRETE 2.
OMITTED FOR SIMPLICITY.
ABANDONED CONDUITS AND EXISTING EMBEDDED CONDUITS HAVE BEEN 1.
SHEET KEYNOTES
JUNCTION BOX SHALL BE NEMA 4X AND AT LEAST 20"x20"x6".6.
REFER TO E-201 FOR CONDUIT ROUTE CONTINUATION5.
EXHAUST FAN MOTORS
REFER TO THE MH DRAWINGS FOR THE EXACT LOCATIONS OF THE LOCAL 4.
CONDUITS SHALL BE RUN ALONG CEILING.3.
CAP CONDUIT STUB AND INSTALL JUNCITUON BOX COVER ON SWITCH 2.
20"X20"X6".
THE BACK TO CONNECT TO EMBEDDED BOX. BOX SHALL BE AT AT LEAST
CR05.2 ENCLOSURE. NEW ENCLOSURE SHALL HAVE A HOLE WITH BUSHING IN
ENCLOSURE SHALL BE MOUNTED IN FRONT OF THE EXISTING EMBBEDED
JUNCTION BOX SHALL BE A NEMA 4X WALL-MOUNTED ENCLOSURE. NEW 1.
W E
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®of Engineers
US Army Corps
U .S
A R
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P S O
F E
N G
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D E
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...\Engineering-Design\LGA\LG456129\Designs\Sheets\LG456129E-104XXX.dgn
VOLUME 1
W A
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SCALE: 3/8" = 1'
EL. 580 LIGHTING PLAN
4'0 2' 8'
W E
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A3
GENERAL NOTES
SHEET KEYNOTES
FIXTURE SHALL HAVE A 90 MINUTE EMERGENCY BACKUP BATTERY.
REFER TO SHEET E-505 DETAIL A1 FOR LIGHT FIXTURE DETAIL. LIGHT 3.
REFER TO SHEET E-505 DETAIL A2 FOR LIGHT FIXTURE DETAIL2.
REFER TO SHEET E-505 DETAIL A1 FOR LIGHT FIXTURE DETAIL1.
1. ALL EMBEDDED CONDUIT HAVE BEEN OMMITED FOR SIMPLICITY
2. ENSURE THERE IS A LIGHTING LEVEL OF 5 FOOTCANDLES AT THE GROUND
AND 20 FOOTCANDLES AT THE GATE AND 4 FEET FROM THE GROUND.
3. MODIFY CONDUIT RUNS WHEN NEEDED TO AVOID MECHANICAL AND
STRUCTURAL COMPONENTS
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®of Engineers
US Army Corps
U .S
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VOLUME 1
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D E
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E L
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SCALE: 3/8" = 1'
EL. 589 LIGHTING PLAN
4'0 2' 8'
W E
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B
GENERAL NOTES
STRUCTURAL COMPONENTS
MODIFY CONDUIT RUNS WHEN NEEDED TO AVOID MECHANICAL AND 3.
AND 20 FOOTCANDLES AT THE GATE AND FOUR FEET ABOVE THE GROUND.
ENSURE THERE IS A LIGHTING LEVEL OF 5 FOOTCANDLES AT THE GROUND 2.
ALL EMBEDDED CONDUIT HAVE BEEN OMMITED FOR SIMPLICITY1.
SHEET KEYNOTES
FIXTURE SHALL HAVE A 90 MINUTE EMERGENCY BACKUP BATTERY.
REFER TO SHEET E-505 DETAIL A1 FOR LIGHT FIXTURE DETAIL. LIGHT 3.
REFER TO SHEET E-505 DETAIL A2 FOR LIGHT FIXTURE2.
REFER TO SHEET E-505 DETAIL A1 FOR LIGHT FIXTURE DETAIL1.
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®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
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R S
VOLUME 1
/4 /2
D E
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...\Engineering-Design\LGA\LG456129\Designs\Sheets\LG456129E-106XXX.dgn
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SCALE: 3/8" = 1'
EL. 598 LIGHTING PLAN
4'0 2' 8'
W E
F
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GENERAL NOTES
STRUCTURAL COMPONENTS
MODIFY CONDUIT RUNS WHEN NEEDED TO AVOID MECHANICAL AND 3.
AND 20 FOOTCANDLES AT THE GATE AND FOUR FEET FROM THE GROUND.
ENSURE THERE IS A LIGHTING LEVEL OF 5 FOOTCANDLES AT THE GROUND 2.
ALL EMBEDDED CONDUIT HAVE BEEN OMMITED FOR SIMPLICITY1.
SHEET KEYNOTES
FIXTURE SHALL HAVE A 90 MINUTE EMERGENCY BACKUP BATTERY.
REFER TO SHEET E-505 DETAIL A1 FOR LIGHT FIXTURE DETAIL. LIGHT 3.
REFER TO SHEET E-505 DETAIL A2 FOR LIGHT FIXTURE DETAIL.2.
REFER TO SHEET E-505 DETAIL A1 FOR LIGHT FIXTURE DETAIL1.
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
VOLUME 1
/4 /2
D E
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...\Engineering-Design\LGA\LG456129\Designs\Sheets\LG456129E-107XXX.dgn
E L
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N D P
O W
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A4
SCALE: 3/8" = 1'
EL. 607 LIGHTING PLAN
4'0 2' 8'
W E
F
B
GENERAL NOTES
STRUCTURAL COMPONENTS
MODIFY CONDUIT RUNS WHEN NEEDED TO AVOID MECHANICAL AND 3.
AND 20 FOOTCANDLES AT THE GATE AND FOUR FEET FROM THE GROUND.
ENSURE THERE IS A LIGHTING LEVEL OF 5 FOOTCANDLES AT THE GROUND 2.
ALL EMBEDDED CONDUIT HAVE BEEN OMMITED FOR SIMPLICITY1.
SHEET KEYNOTES
FIXTURE SHALL HAVE A 90 MINUTE EMERGENCY BACKUP BATTERY.
REFER TO SHEET E-505 DETAIL A1 FOR LIGHT FIXTURE DETAIL. LIGHT 3.
REFER TO SHEET E-505 DETAIL A2 FOR LIGHT FIXTURE DETAIL2.
REFER TO SHEET E-505 DETAIL A1 FOR LIGHT FIXTURE DETAIL1.
S O
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SHEET ID
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1 98765432
®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
VOLUME 1
/4 /2
D E
D E
M E
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C Y L
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FINALDS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:30:36 PM 12/14/2020
...\Engineering-Design\LGA\LG456129\Designs\Sheets\LG456129E-108XXX.dgn
E L
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N D P
O W
E R
A2
SCALE: 3/8" = 1'
EL. 616 LIGHTING PLAN
4'0 2' 8'
W E
F
B
GENERAL NOTES
STRUCTURAL COMPONENTS
MODIFY CONDUIT RUNS WHEN NEEDED TO AVOID MECHANICAL AND 3.
AND 20 FOOTCANDLES AT THE GATE AND FOUR FEET FROM THE GROUND.
ENSURE THERE IS A LIGHTING LEVEL OF 5 FOOTCANDLES AT THE GROUND 2.
ALL EMBEDDED CONDUIT HAVE BEEN OMMITED FOR SIMPLICITY1.
SHEET KEYNOTES
FIXTURE SHALL HAVE A 90 MINUTE EMERGENCY BACKUP BATTERY.
REFER TO SHEET E-505 DETAIL A1 FOR LIGHT FIXTURE DETAIL. LIGHT 3.
REFER TO SHEET E-505 DETAIL A2 FOR LIGHT FIXTURE DETAIL2.
REFER TO SHEET E-505 DETAIL A1 FOR LIGHT FIXTURE DETAIL1.
1 1
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
VOLUME 1
/4 /2
D E
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FINALDS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:31:16 PM 12/14/2020
...\Engineering-Design\LGA\LG456129\Designs\Sheets\LG456129E-109XXX.dgn
E L
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G A
N D P
O W
E R
A2
SCALE: 3/8" = 1'
EL. 625 LIGHTING PLAN
4'0 2' 8'
W E
F
B
GENERAL NOTES
STRUCTURAL COMPONENTS
MODIFY CONDUIT RUNS WHEN NEEDED TO AVOID MECHANICAL AND 3.
AND 20 FOOTCANDLES AT THE GATE AND FOUR FEET FROM THE GROUND.
ENSURE THERE IS A LIGHTING LEVEL OF 5 FOOTCANDLES AT THE GROUND 2.
ALL EMBEDDED CONDUIT HAVE BEEN OMMITED FOR SIMPLICITY1.
SHEET KEYNOTES
FIXTURE SHALL HAVE A 90 MINUTE EMERGENCY BACKUP BATTERY.
REFER TO SHEET E-505 DETAIL A1 FOR LIGHT FIXTURE DETAIL. LIGHT 3.
REFER TO SHEET E-505 DETAIL A2 FOR LIGHT FIXTURE DETAIL2.
REFER TO SHEET E-505 DETAIL A1 FOR LIGHT FIXTURE DETAIL1.
1 1
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1 98765432
®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
VOLUME 1
/4 /2
D E
D E
M E
R G
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T U
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FINALDS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:31:57 PM 12/14/2020
...\Engineering-Design\LGA\LG456129\Designs\Sheets\LG456129E-110XXX.dgn
E L
L
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H T
IN
G A
N D P
O W
E R
A2
SCALE: 3/8" = 1'
EL. 634 LIGHTING PLAN
4'0 2' 8'
W E
F
B
GENERAL NOTES
STRUCTURAL COMPONENTS
MODIFY CONDUIT RUNS WHEN NEEDED TO AVOID MECHANICAL AND 3.
AND 20 FOOTCANDLES AT THE GATE AND 4 FEET ABOVE THE GROUND.
ENSURE THERE IS A LIGHTING LEVEL OF 5 FOOTCANDLES AT THE GROUND 2.
ALL EMBEDDED CONDUIT HAVE BEEN OMMITED FOR SIMPLICITY1.
SHEET KEYNOTES
FIXTURE SHALL HAVE A 90 MINUTE EMERGENCY BACKUP BATTERY.
REFER TO SHEET E-505 DETAIL A1 FOR LIGHT FIXTURE DETAIL. LIGHT 2.
REFER TO SHEET E-505 DETAIL A1 FOR LIGHT FIXTURE DETAIL.1.
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®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
EL 580
VOLUME 1
/4 /2
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A1
D/S REPAIR PIT CONDUIT AND LIGHTING
SCALE: 1/4" = 1' 0 4' 8'2' A5
U/S REPAIR PIT CONDUIT AND LIGHTING
SCALE: 1/4" = 1' 0 4' 8'2'
R E
P A
IR
P
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U /S A
N D D /S
SHEET KEYNOTES
SHALL HAVE A 90 MINUTE EMERGENCY BACK UP BATTERY.
REFER TO E-505 REFERENCE A1 FOR LIGHT FIXTURE DETAIL. LIGHT FIXTURE 15.
REFER TO E-505 REFERENCE A2 FOR LIGHT FIXTURE DETAIL14.
REFER TO E-505 REFERENCE A1 FOR LIGHT FIXTURE DETAIL13.
TO SF1 CT SWITCH12.
TO MAF1CC11.
480 RECEPTACLE10.
DEVICE SHALL BE A 120V RECEPTACLE9.
EXISTING CABLE PENETRATIONS SHALL BE FIRESTOPPED.
WALLS/FLOORS AT THE REPAIR PIT SHALL BE GROUTED SOLID WHILE
ALL CONDUIT & PIPE PENETRATIONS THROUGH THE CONCRETE 8.
EXISTING WASTE WATER PIPE.
CONDUIT ROUTING SHALL BE SUCH THAT AVOIDS INTERFERENCE WITH 7.
RECEPTACLES SHALL BE FED FROM THE LOAD SIDE OF GFCI.
SHALL BE A TWO GANG BOX WITH RECEPTACLE AND GFCI. SAME LEVEL 6.
SHALL BE A TWO GANG 2 CIRCUITS AND 2 PILOT LIGHTS.
SHALL BE A COMBINATION PUSH BUTTON AND LED PILOT LIGHTS STATION. 5.
DIFFERENTIAL PRESSURE TRANSDUCER.4.
SHALL BE A FEMALE FOUR PIN M12 TO CABLE GLAND CONNECTOR.3.
DIFFERENTIAL PRESSURE TRANSDUCER.
AND CABLE CONNECTOR IN ORDER TO CONNECT CABLE FROM
FITTING SHALL BE A STEEL 90 DEGREE LIQUID-TIGHT STRAIN RELIEF CORD 2.
PENETRATION COMES FROM JB(OLD CR05.2)1.
JB1
RPJB2
RPJB2.1
RPJB2.2
RPJB2.3
RPJB2.4
RPJB2.5
RPJB2.6
RPJB2.7
W E
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GENERAL NOTES
3. RPJB2.1-2.7 SHALL BE NEMA 4X AND AT LEAST 8"x12"x6"
STRUCTUAL COMPONENTS.
MODIFY CONDUIT ROUTES WHEN NEEDED TO AVOID MECHANICAL AND 2.
E-505
FEET ABOVE THE GROUND. REFER TO THE LIGHT FIXTURE DETAIL ON SHEET
LEVEL AT EACH LEVEL AND 20 FOOTCANDLES AT THE HEAD GATE AND FOUR
ENSURE THERE IS A LIGHTING LEVEL OF 5 FOOTCANDLES AT THE GROUND 1.
Q001
R014
R010
R007
R012
R014
R016
R018
R020
R022
R010
Q005
Q006
R012
R016
R018
Q006
Q004
R020
R022
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
3 3
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SHEET ID
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1 98765432
®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
EL 580
EL 598
EL 618
EL 634
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...\Engineering-Design\LGA\LG456129\Designs\Sheets\LG456129E-202XXX.dgn
SCALE: 1/4" = 1'
SOUTH REPAIR PIT CONDUIT AND LIGHTING
0 4' 8'2' A5
SCALE: 1/4" = 1'
NORTH REPAIR PIT CONDUIT AND LIGHTING
0 4' 8'2'
E L E
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SHEET KEYNOTES
GENERAL NOTES
STRUCTUAL COMPONENTS
MODIFY CONDUIT ROUTES WHEN NEEDED TO AVOID MECHANICAL AND 3.
E-505
FEET ABOVE THE GROUND. REFER TO THE LIGHT FIXTURE DETAIL ON SHEET
LEVEL AT EACH LEVEL AND 20 FOOTCANDLES AT THE HEAD GATE AND FOUR
ENSURE THERE IS A LIGHTING LEVEL OF 5 FOOTCANDLES AT THE GROUND 2.
WHILE EXISTING CABLE PENETRATIONS SHALL BE FIRESTOPPED.
WALLS/FLOORS AT THE REPAIR AND STORAGE PIT SHALL BE GROUTED SOLID
ALL CONDUIT & PIPE PENETRATIONS THROUGH THE CONCRETE 1.
REFER TO SHEET E-505 DETAIL A1 FOR LIGHT FIXTURE DETAIL3.
DIMENSIONS OF 6" X 8" X 4".
WELDING BOX RECEPTACLES. SHALL BE A NEMA 4X ENCLOSURE WITH THE 2.
480V POWER FROM CQ07.1.
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SHEET ID
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1 98765432
®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
L L
A W
A L L
A D
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7,900 LUMEN INDUSTRIAL LIGHT FIXTURE DETAIL
B3
3,700 LUMEN INDUSTRIAL LIGHT FIXTURE DETAIL
B5
/1
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ENAMEL OR POLYESTER FINISH. PROVIDE TOP AND END KNOCKOUTS.
CHEMICALLY TREATED FOR RUST PREVENTION AND FINISHED WITH WHITE BAKED
HOUSING SHALL BE 0.032" MINIMUM THICKNESS DIE FORMED COLD ROLLED STEEL,12.
THE LUMINAIRE SHALL NOT PERMANENTLY DISTORT WHEN LIFTED BY ONE CORNER.11.
PROVIDE INTERNAL PROVISIONS FOR GROUNDING
HOUSING WELDED OR SECURED BY SCREWS OR RIVETS INTO A SINGLE ASSEMBLY,10.
DIMENSIONS: APPROXIMATELY 50-55 INCHES IN LENGTH AND 6-7 INCHES IN WIDTH9.
90 MINUTE EMERGENCY BACK UP BATTERY WHERE SPECIFIED8.
FLUSH BACK MOUNTING7.
NEMA 4X ENCLOSURE6.
TOTAL HARMONIC DISTORTION: <15%5.
POWER FACTOR: >= 0.904.
VOLTAGE: 120 VAC3.
ELECTRICAL FREQUENCY" 50/60 HZ2.
LUMEN OUTPUT: APPROXIMATELY 7,900 1.
ENAMEL OR POLYESTER FINISH. PROVIDE TOP AND END KNOCKOUTS.
CHEMICALLY TREATED FOR RUST PREVENTION AND FINISHED WITH WHITE BAKED
HOUSING SHALL BE 0.032" MINIMUM THICKNESS DIE FORMED COLD ROLLED STEEL,11.
THE LUMINAIRE SHALL NOT PERMANENTLY DISTORT WHEN LIFTED BY ONE CORNER.10.
PROVIDE INTERNAL PROVISIONS FOR GROUNDING
HOUSING WELDED OR SECURED BY SCREWS OR RIVETS INTO A SINGLE ASSEMBLY,9.
DIMENSIONS: APPROXIMATELY 20-25 INCHES IN LENGTH AND 6-7 INCHES IN WIDTH8.
FLUSH BACK MOUNTING7.
NEMA 4X ENCLOSURE6.
TOTAL HARMONIC DISTORTION: <15%5.
POWER FACTOR: >= 0.904.
VOLTAGE: 120 VAC3.
ELECTRICAL FREQUENCY" 50/60 HZ2.
LUMEN OUTPUT: APPROXIMATELY 3,700 1.
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SHEET ID
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B
C
D
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G
1 98765432
®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
L L
A W
A L L
A D
IS
T R
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E-615
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CABLE AND CONDUIT SCHEDULE PT. 2
ON ANOTHER LINE ITEM
ALL CONDUCTOR LENGTHS NOT SPECIFIED HAVE ALREADY BEEN PROVIDED 2.
CONTRACTOR SHALL VERIFY ALL CABLE LENGTHS DESCRIBED BELOW1.
GENERAL NOTES
/1
/2
U P
D A
T E
D C
C I
N
| LG456129A-403XXX |
| LG456129A-404XXX |
| LG456129M-501XXX |
| LG456129M-502XXX |
| LG456129M-508XXX |
| LG456129M-515XXX |
| LG456129MH001XXX |
| LG456129MH408XXX |
| LG456129E-101XXX |
| LG456129E-104XXX |
| LG456129E-105XXX |
| LG456129E-106XXX |
| LG456129E-107XXX |
| LG456129E-108XXX |
| LG456129E-109XXX |
| LG456129E-110XXX |
| LG456129E-201XXX |
| LG456129E-202XXX |
| LG456129E-505XXX |
| LG456129E-615XXX |
File details come from the government source that posted it. Updated .