VOL_2_21B0007_Plans_AM0002.pdf
PDF 8 MB Posted
- Attached to
- MNA-LGA-LMA Headgate Rep Pit Upgrades Federal contract opportunity
- Solicitation number
- W912EF21B0007
About this file
This package includes technical specifications and drawings for upgrades to the MNA-LGA-LMA Headgate Repair Pit at the Walla Walla District Lower Monumental Lock and Dam. The specifications call for upgrades to ventilation, welding exhaust, lighting, and electrical systems within the repair pit. Mechanical work includes new fans, ductwork, dampers and controls to improve ventilation. A local exhaust system using quick-connect fittings is specified for welding fumes. Lighting upgrades include new fixtures and wiring. Extended platforms with railings and chain drives are drawn to provide access. The solicitation number is W912EF21B0007 and was issued by the U.S. Army Corps of Engineers Walla Walla District for these repair pit upgrade services.
View the file
Other files for this federal contract opportunity
Show all 25
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
(F
O R R
E F
E R
E N
C E O
N L
Y
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
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
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
EL. 491.00
EL. 509.00
EL. 527.00
EL. 536.00
8TH FLOOR
EL. 500.00
6TH FLOOR
EL. 482.00
5TH FLOOR
EYE WASH
EYE WASH
EYE WASH
EYE WASH
EYE WASH
EYE WASH
EYE WASH
EL. 518.00
7TH FLOOR
A4
A-501 A4
A-501
A
N S I
D
F
IL
E N
O
L M
P -1 -2 -3 /7
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:20:45 PM 12/14/2020
...\Engineering-Design\LMA\LM467579\Designs\Sheets\LM467579A-403XXX.dgn
W A
L L
A W
A L L
A D
IS
T R
IC
T
L O
W E
R M
O N
U M
E N
T A
L 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-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
VOLUME 2
N O
R T
H A
N D E
A S
T S
ID
E S
IN
T
E R
IO
R E
L E
V A
T
IO
N S
GENERAL NOTES
LEGEND
A1
ELEVATION: NORTH SIDE
SCALE: 1/4" = 1' 0 4' 8'2' A5
ELEVATION: EAST SIDE
SCALE: 1/4" = 1' 0 4' 8'2'
J T
A P
P
SHEET KEYNOTES
PORTION OF NEW STAIR SHOWN DASHED FOR REFERENCE ONLY.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.
K Z
A K
J T
A P
P
M A
T T
H E
W Z
A N
G E
R
R A
A7/A-501.
MANUFACTURER'S INSTRUCTIONS. SEE DETAIL
NEW EMERGENCY EYEWASH STATION. MOUNT PER
DETAIL A7/A-501.
EXTINGUISHER MOUNTING AND INDICATOR. SEE
NEW COMBINATION FLOOR LEVEL SIGNAGE AND FIRE
EXISTING GROUT PAD AND BOLTS TO BE REMOVED
REMOVED, UNLESS NOTED OTHERWISE
EXISTING EMBEDDED ELECTRICAL JUNCTION BOX TO BE
TO BE REMOVED
EXISTING EMBEDDED LIGHT AND JUNCTION BOX ABOVE
REMOVED, UNLESS NOTED OTHERWISE
EXISTING EMBEDDED ELECTRICAL RECEPTACLE TO BE
EXISTING STRUCTURAL BOLTS TO BE REMOVED
NEW INSTALL ITEMS
EXISTING ITEMS
W E
F
B
FINAL
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. 491.00
EL. 509.00
EL. 527.00
EL. 536.00
8TH FLOOR
EL. 500.00
6TH FLOOR
EL. 482.00
5TH FLOOR
5TH FLOOR EXIT
482.00
LEVEL
5TH FLOOR EXIT
491.00
LEVEL
5TH FLOOR EXIT
500.00
LEVEL
5TH FLOOR EXIT
509.00
LEVEL
5TH FLOOR EXIT
518.00
LEVEL
5TH FLOOR EXIT
527.00
LEVEL
5TH FLOOR EXIT
536.00
LEVEL
FIRE
EXT.
FIRE
EXT.
FIRE
EXT.
FIRE
EXT.
EL. 518.00
7TH FLOOR
319.75
LEVEL
EXT.
FIRE
EYE WASH
A4
A-501
A4
A-501
1 1
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
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
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
EL. 491.00
EL. 509.00
EL. 527.00
EL. 536.00
8TH FLOOR
EL. 500.00
6TH FLOOR
EL. 482.00
5TH FLOOR
EL. 518.00
7TH FLOOR
A4
A-501
A4
A-501
9 9
S
E N
P -1 -2
/8
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:21:16 PM 12/14/2020
...\Engineering-Design\LMA\LM467579\Designs\Sheets\LM467579A-404XXX.dgn
W A
L L
A W
A L L
A D
IS
T R
IC
T
L O
W E
R M
O N
U M
E N
T A
L 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
VOLUME 2
S O
U T
H A
N D W
E S
T S
ID
E S
IN
T
E R
IO
R E
L E
V A
T
IO
N S
GENERAL NOTES
LEGEND
A1
ELEVATION: SOUTH SIDE
SCALE: 1/4" = 1' 0 4' 8'2' A5
ELEVATION: WEST SIDE
SCALE: 1/4" = 1' 0 4' 8'2'
EXISTING GROUT PAD AND BOLTS TO BE REMOVED
REMOVED, UNLESS NOTED OTHERWISE
EXISTING EMBEDDED ELECTRICAL JUNCTION BOX TO BE
TO BE REMOVED
EXISTING EMBEDDED LIGHT AND JUNCTION BOX ABOVE
REMOVED, UNLESS NOTED OTHERWISE
EXISTING EMBEDDED ELECTRICAL RECEPTACLE TO BE
EXISTING STRUCTURAL BOLTS TO BE REMOVED
NEW INSTALL ITEMS
EXISTING ITEMS
SHEET KEYNOTES
EXISTING SLOT IN WALL TO BE FILLED WITH SHOTCRETE.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
W E
F
B
FINAL
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
FIRE
EXT.
FIRE
EXT.
FIRE
EXT.
EL. 491.00
EL. 509.00
EL. 527.00
EL. 536.00
8TH FLOOR
EL. 500.00
6TH FLOOR
EL. 482.00
5TH FLOOR
EL. 518.00
7TH FLOOR
A4
A-501 A4
A-501
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
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
W
L L
A W
A L L
A D
IS
T R
IC
T
F
IL
E N
X
T E
N D
E D P
L A
T F
O R
M S
L O
W E
R M
O N
U M
E N
T A
L 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
P
A U
T H
D
K L
O E
W E
R
D
K L
O E
W E
R
M-501
L M
P -1 -3
/9
L L
A W
A L L
A
W A
S H
IN
G T
O N
N
R D A
V E
L A
Y O
U T
VOLUME 2
K E
V
IN
R
E N
S H
A W P .E
A1 2'0 1' 4'SCALE: 3/4" = 1'
DETAIL: EXTENDED PLATFORMS
O
R T
H P
L A
N
W E
F
B
FINAL
/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
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
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
PLATFORM
HANDRAIL DIMENSIONS
DIMENSION "A"
SINGLE STAGE
STAGE 1
STAGE 2
STAGE 2 END
56"
56"
10"
41"
VOLUME 2
S
L L
A W
A L L
A D
IS
T R
IC
T
F
IL
E N
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
L O
W E
R M
O N
U M
E N
T A
L 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
P
A U
T H
D
K L
O E
W E
R
D
K L
O E
W E
R
M-502
K E
V
IN
R
E N
S H
A W P .E
L M
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
A S
S E
M B
L Y
A5
DETAIL: SINGLE STAGE EXTENDED PLATFORM
SCALE: NTS
W E
F
B
FINAL
M-501
REFA1
SCALE: 1 1/2" = 1' 1' 2'0 6"
M-508
M-507
REF DETAIL: REMOVABLE GUARD RAIL
E3
SCALE: NTSM-501
REF
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 P
L A
T F
O R
M 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
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
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
S
L L
A W
A L L
A D
IS
T R
IC
T
F
IL
E N
O S
T A
G E E
X T
E N
D E
D P
L A
T F
O R
M
L O
W E
R M
O N
U M
E N
T A
L 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
P
A U
T H
D
K L
O E
W E
R
D
K L
O E
W E
R
M-508
L M
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 E
S T
A G
E P
L A
T F
O R
M A
S S
E M
B L
Y
VOLUME 2
K E
V
IN
R
E N
S H
A W P .E
A4
FRONT ELEVATION: STAGE 2 PLATFORM
E
F
B
FINAL
M-501
REF
E1
SECTION: TWO STAGE PLATFORM DETAIL
M-501
REF
SCALE: NTS
/4 /2
M O
D
IF
IE
D E
X T
E N
D E
D P
L A
T F
O R
M 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
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
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
S
L L
A W
A L L
A D
IS
T R
IC
T
F
IL
E N
O S
T A
G E E
X T
E N
D E
D P
L A
T F
O R
M
L O
W E
R M
O N
U M
E N
T A
L 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
P
A U
T H
D
K L
O E
W E
R
D
K L
O E
W E
R
M-515
L M
P -1 -3 -3 /2
L L
A W
A L L
A
W A
S H
IN
G T
O N
N
R D A
V E
9:23:10 PM 12/14/2020
...\Engineering-Design\LMA\LM467579\Designs\Sheets\LM467579M-515XXX.dgn
C H
A
IN
D
R
IV
E
VOLUME 2
K E
V
IN
R
E N
S H
A W P .E
C8
SCALE: 6" = 1' 3"0 6"1-1/2"
C5
E6
G1
A1
DETAIL: CHAIN DRIVE ASSEMBLY
DETAIL: REDUCER SUPPORT
DETAIL: SPROCKET SUPPORT
DETAIL: REDUCER SUPPORT
DETAIL: SPROCKET SUPPORT
DETAIL: CHAIN DRIVE SHAFT
DETAIL: SPROCKET SUPPORT ASSEMBLY
W E
F
B
FINAL
M-501
REF
MATERIAL: A36 STEELNOTE:
GENERAL NOTES
ALL COMPONENTS MILD STEEL UNLESS NOTED OTHERWISE.1.
/4 /2
A D
D E
D S
P R
O C
K E
T S
U P
P O
R T I
N S
T A
L L
A T
IO
N D
E T
A
IL
C1
SCALE: 3" = 1'
DETAIL: SPROCKET SUPPORT INSTALLATION
6"0 3" 1'
7/16" X 2" SLOT TYP 7/16" X 2" SLOT TYP
11/16" X 1" SLOT TYP
(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
ANSI 40 ROLLER CHAIN IDLER SPROCKET
CHAIN DRIVE ROD
CONNECT TO
SUPPORT STRUCTURE
CONNECT TO
SECOND STAGE
CONNECT TO
BALL BEARING
DRIVE SPROCKET
FLANGE BEARING
IDLER SPROCKET
SPROCKET SUPPORT ASSEMBLY
E6
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
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
N
S
E N
C H
A N
IC
A L
D
K L
O E
W E
R
C
B R
E N
N E
IS
E
J
H A
U G
E N
K E
V
IN
R
E N
S H
A W P
E
L M
P -1 -3 -3 /3
E
F
B
FINALDS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:23:41 PM 12/14/2020
...\Engineering-Design\LMA\LM467579\Designs\Sheets\LM467579MH001XXX.dgn
L L
A W
A L L
A D
IS
T R
IC
T
L O
W E
R M
O N
U M
E N
T A
L 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
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 E
A B
B R
E V
IA
T
IO
N S L E
G E
N D
S
N O
T E
S ø
°F
Whr
W
V
TAB
TR
T
STL
ST
SST
SQFT
SP
SEER
RS
RPM
RN
REV
R
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
ROUND / DIAMETER
DEGREES FAHRENHEIT
WATT HOUR
WATTS
VOLTS
TESTING, ADJUSTING AND BALANCING
TRIPPED
TEMPERATURE
STEEL
STOPPED
STAINLESS STEEL
SQUARE FEET
SET POINT
SEASONAL ENERGY EFFICIENCY RATIO
RESETTING
REVOLUTIONS PER MINUTE
RUNNING
REVERSE
RADIUS
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
MANUAL AIR SHUT-OFF DAMPER
ROUND DUCT - 12" DIAMETER SHOWN12"ø
FSD
COMBINATION FIRE/SMOKE DAMPER IN DUCT
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
AP
20x12
MECHANICAL LINE WEIGHT LEGEND
HVAC AIR DISTRIBUTION LEGEND
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
FEATURES TO REMAIN.
THAT IS TO REMAIN, AND EXISTING SITE
EXISTING WORK OTHER THAN MECHANICAL
WORK OTHER THAN MECHANICAL,
LIGHT LINE WEIGHT INDICATING:
MECHANICAL ABBREVIATIONS
GENERAL EXHAUST FAN EF-18
SPARK RESISTANCE B
WIDTH SINGLE
SINGLEINLET
BLADE TYPE AIR FOIL
SCROLL, WELDEDHOUSING
DIRECT, ARRANGEMENT 8, CLOCKWISEDRIVE
DISCHARGE ARRANGEMENT BOTTOM HORIZONTAL
INLET / OUTLET CONNECTIONS FLANGED / FLANGED
MOTOR ENCLOSURE OPEN DRIP PROOF
CONTROL A1/MH601, MH603, 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) 2.5
FAN TYPE CENTRIFUGAL
MAX SHAFT POWER (HP) 4.34
MOTOR RATED POWER (HP) 5.0
MOTOR SYNCHRONOUS SPEED (RPM) 1,200 (6 POLES)
MOTOR ELECTRICAL POWER (V/PH/Hz) 480/3/60
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 INVERTER DUTY INDUCTION
MAKE-UP AIR FAN MAF-1
WIDTH SINGLE
SINGLEINLET
BLADE TYPE AIR FOIL
SCROLLHOUSING
BELT, CLOCKWISEDRIVE
DISCHARGE ARRANGEMENT TOP HORIZONTAL
INLET / OUTLET CONNECTIONS FLANGED / FLANGED
MOTOR ENCLOSURE OPEN DRIP PROOF
CONTROL A1/MH601, MH603, 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) 1.5
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-21
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
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 -2
D
R
IV
E D
E S
C R
IP
T
IO
N
CLOCKWISE OR COUNTERCLOCKWISE
DIRECT, ARRANGEMENT 4 OR 8 1
EF
LEF
LEF
MAF
SF
D
OA
D
EA
D
RTN
D
RCL
D
FS
D
F
FR
7' TYP 7' TYP 7' TYP 3'-6" TYP
T
Y P
T
Y P
7' TYP7' TYP7' TYP3'-6" TYP
19'-6"
APPROX 11'-3"
5'-2" 5'-2"
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
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
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
S
E N
P -1 -3 -3 /4
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:24:28 PM 12/14/2020
...\Engineering-Design\LMA\LM467579\Designs\Sheets\LM467579MH410XXX.dgn
VOLUME 2
W A
L L
A W
A L L
A D
IS
T R
IC
T
R E
P A
IR
P
IT
W
E L
D
IN
G E
X H
A U
S T
L O
W E
R M
O N
U M
E N
T A
L 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
D
K L
O E
W E
R
B
M C
N E
IL
J
H A
U G
E N
MH410
K E
V
IN
R
E N
S H
A W P .E
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' A5
SCALE: 3/16" = 1' 8'0 4' 16'
SCALE: 3/16" = 1' 8'0 4' 16'
NORTH
PLAN
EAST ELEVATION: WELDING EXHAUST SYSTEM WEST ELEVATION: WELDING EXHAUST SYSTEM
GENERAL SHEET NOTES
W E
F
B
FINAL
M-901
REF
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 PENETRATION.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 BRANCHES.
AND UNDERSIDE OF PLATFORMS. MAXIMIZE 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 /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
SEE NOTE 6
SEE NOTE 4
SEE NOTE 3
SEE NOTE 4
(TYP), SEE NOTE 2
QUICK CONNECT
SEE NOTE 5
SEE NOTE 7
SEE NOTE 7
PLATFORM LEVEL 2 - EL 491
PLATFORM LEVEL 7 - EL 536
PLATFORM LEVEL 6 - EL 527
PLATFORM LEVEL 5 - EL 518
PLATFORM LEVEL 4 - EL 509
PLATFORM LEVEL 3 - EL 500
GROUND LEVEL - EL 482 GROUND LEVEL - EL 482
PLATFORM LEVEL 2 - EL 491
PLATFORM LEVEL 3 - EL 500
PLATFORM LEVEL 4 - EL 509
PLATFORM LEVEL 5 - EL 518
PLATFORM LEVEL 6 - EL 527
PLATFORM LEVEL 7 - EL 536
SEE NOTE 8
SEE NOTE 8
SEE NOTE 8
SEE NOTE 8
SEE NOTE 8
SEE NOTE 8
A5
A1
RPCC
CR011
JB
JB2
(ABOVE JB)
CR05.2
EF18
EF18CC
LEFCC
R003
R004
Q005
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
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
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
DPG
N
S
E N
P
A N V
IE
W E
L .0
L M
P -1 -6
/5
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:26:37 PM 12/14/2020
...\Engineering-Design\LMA\LM467579\Designs\Sheets\LM467579E-101XXX.dgn
L L
A W
A L L
A D
IS
T R
IC
T
L O
W E
R M
O N
U M
E N
T A
L 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
E-101
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
G A
T E R
E P
A
IR
P
IT
A1
SCALE: 1/4"=1'
PLAN VEIW EL. 482
0 4' 8'2'
GENERAL SHEET NOTES
E S
T A
D N
IK
D F
IL
A N
E S
T A
K N
IK
J E
F F
R E
Y L
Y O
N P .E
W E
F
B
FINAL
N O
R T
H P
L A
N
BOLD INDICATES NEW WORK.4.
CONDUIT SHALL BE FIRESTOPPED.
TO PREVENT PASSAGE OF SMOKE. ALL CABLE PENETRATIONS NOT IN
WALLS/FLOORS OF THE REPAIR OR STORAGE PITS TO BE GROUTED SOLID
ALL CONDUIT & PIPE PENETRATIONS THROUGH THE CONCRETE 3.
TO EMBEDDED BOX. BOX SHALL BE AT ATLEAST 20"X20"X6".
ENCLOSURE SHALL HAVE A HOLE WITH BUSHING IN THE BACK TO CONNECT
ENCLOSURE MOUNTED IN FRONT OFF EMBBEDED CR05.2 ENCLOSURE. NEW
JUNCTION BOXES JB AND JB2 SHALL BE A NEMA 4X WALL-MOUNTED 2.
OMITTED FOR SIMPLICITY.
ABANDONED CONDUITS AND EXISTING EMBEDDED CONDUITS HAVE BEEN 1.
/1
/2
U P
D A
T E
D J
U N
C T
IO
N B
O X R
A T
IN
G
2 2
4 4
JB2.1
JB2.2
JB2.3
JB2.4
JB2.5
JB2.6
JB2.7
JB2 R002
R007
R012
R017
R022
R027
R032
Q002
Q003
Q002
Q004
R005
R010
R015
R020
R025
R035
R030
R006
R011
R016
R021
R026
R031
R036
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
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
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
N
S
E N
P -1 -6 -3
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:27:07 PM 12/14/2020
...\Engineering-Design\LMA\LM467579\Designs\Sheets\LM467579E-201XXX.dgn
W A
L L
A W
A L L
A D
IS
T R
IC
T
L O
W E
R M
O N
U M
E N
T A
L 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
E-201
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
E S
T A
D N
IK
J E
F F
R E
Y L
Y O
N P .E
A1
SCALE: 3/16" = 1' 8'0 4' 16' A5
SCALE: 3/16" = 1' 8'0 4' 16'
ELEVATION: U/S WALL LIGHTING ELEVATION: D/S WALL LIGHTING VOLUME 2
E L E
V A
T
IO
N V
IE
W
G A
T E R
E P
A
IR
P
IT
U P
S T
R E
A M A
N D D
O W
N S
T R
E A
M W
A L L S
SHEET KEYNOTES
B9 0 1' 2'6"SCALE: 1" = 1'
DETAIL
PRESSURE TRANSDUCER
D F
IL
A N
E S
T A
D N
IK
W E
F
B
FINAL
BLOCKS FOR LIGHTING AND RECEPTACLE CIRCUITS.
WITH MINIMUM DEMENSIONS OF 8"X12"X6" AND SHALL HOUSE DISTRIBUTION
JUNCTION BOXES JB2.1 THROUGH JB2.7 SHALL BE NEMA 4X WALL MOUNTED 7.
RECEPTACLES SHALL BE FED FROM THE LOAD SIDE OF GFCI.
SHALL BE A TWO GANG BOX WITH RECEPTACLE AND GFCI. SAME LEVEL 6.
TWO GANG WITH TWO CIRCUITS AND TWO LIGHTS.
COMBINATION PUSH BUTTON AND LED PILOT LIGHTS STATION. SHALL BE 5.
DIFFERENTIAL PRESSURE TRANSDUCER.4.
SHALL BE A FEMALE FOUR PIN M12 TO CABLE GLAND CONNECTOR.3.
DIFFERENTIAL PRESSURE TRANSDUCER.
RELIEF CORD AND CABLE CONNECTOR IN ORDER TO CONNECT CABLE FROM
FITTING SHALL BE A STEEL 90 DEGREE CLASS 1 DIV 2 LIQUID-TIGHT STRAIN 2.
PENETRATION COMES FROM JB(OLD CR05.2)1.
/1
/2
A D
D E
D N
O T
E
EL. 535
EL. 482.0
EL. 493.5
EL. 501.5
EL. 509.5
EL. 517.5
EL. 525.5
EL. 535
EL. 482.0
EL. 493.5
EL. 501.5
EL. 509.5
EL. 517.5
EL. 525.5
B9
E-201
R006
R004
R011
R009
R014
R016
R019
R021
R024
R026
R029
R031
R034
R036
R003
R008
R013
R018
R023
R028
R033
Q004
Q004
Q004
Q004
Q004
Q004
Q004
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
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
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
N
S
E N
F
IL
A N
J E
F F
R E
Y L
Y O
N P .E
L M
P -1 -6 -3
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:27:33 PM 12/14/2020
...\Engineering-Design\LMA\LM467579\Designs\Sheets\LM467579E-202XXX.dgn
VOLUME 2
G A
T E R
E P
A
IR
P
IT
W A
L L
A W
A L L
A D
IS
T R
IC
T
E L E
V A
T
IO
N V
IE
W
L O
W E
R M
O N
U M
E N
T A
L 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
E-202
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
N O
R T
H A
N D S
O U
T H W
A L L
A7
A4
8'0 4' 16' 8'0 4' 16'SCALE: 3/16"=1'
ELEVATION VIEW SOUTH WALL
SCALE: 3/16"=1'
ELEVATION VIEW NORTH WALL
E S
T A
D N
IK
E S
T A
D N
IK
W E
F
B
FINAL
WITH TWO STINGER TYPE WELDING LEAD CONNECTORS.
WELDING LEAD JUNCTION BOXES SHALL BE 6"X8"X4" NEMA 4X2.
BATTERY.
LABELED FIXTURES TO BE EQUIPED WITH INTEGRATED EMERGENCY BACKUP 1.
KEYNOTES
A D
D E
D N
O T
E A
N D W
E L
D
IN
G J
U C
T
IO
N B
O X L
O C
A T
IO
N S
/1
/2
EL. 535
EL. 482.0
EL. 493.5
EL. 501.5
EL. 509.5
EL. 517.5
EL. 525.5
EL. 535
EL. 482.0
EL. 493.5
EL. 501.5
EL. 509.5
EL. 517.5
EL. 525.5
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K
S
IZ
E
S U
B M
IT
T E
D B
Y
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
S
E N
P -1 -6 -3
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:28:06 PM 12/14/2020
...\Engineering-Design\LMA\LM467579\Designs\Sheets\LM467579E-602XXX.dgn
S C
H E
D U
L E
VOLUME 2
W A
L L
A W
A L L
A D
IS
T R
IC
T
C A
B L E A
N D C
O N
D U
IT
L O
W E
R M
O N
U M
E N
T A
L 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
D F
IL
A N
E S
T A
D N
IK
E S
T A
D N
IK
E-602
J E
F F
R E
Y L
Y O
N P .E
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
W E
F
B
FINAL
A3
CABLE AND CONDUIT SCHEDULE
/1
/2
U P
D A
T E
D C
C S
C H
E D
U
| LM467579A-403XXX |
| LM467579A-404XXX |
| LM467579M-501XXX |
| LM467579M-502XXX |
| LM467579M-508XXX |
| LM467579M-515XXX |
| LM467579MH001XXX |
| LM467579MH410XXX |
| LM467579E-101XXX |
| LM467579E-201XXX |
| LM467579E-202XXX |
| LM467579E-602XXX |
File details come from the government source that posted it. Updated .