Am_0008-Drawings.pdf
PDF 10 MB Posted
- Solicitation number
- W9128F21R0024
About this file
This document provides details on a federal contract opportunity and a related file. The solicitation number is W9128F21R0024 to construct a B-21 Low-Observable Restoration Facility (LO Hangar) at Ellsworth Air Force Base in South Dakota. The opportunity type is a solicitation issued by the Department of the Army Corps of Engineers Omaha District. The description specifies building a LO Hangar to support the B-21 bomber. An attachment, file Am_0008-Drawings.pdf, contains unspecified drawings related to the project. The document provides key information on the federal agency, location, required construction project, and relevant file, for the identified contracting opportunity to build a LO Hangar at Ellsworth Air Force Base.
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Text version
SD
AREA INLET
RIM=3221.46
FL=3214.93
CLEANOUT
IN CONCRETE
RIM=3221.97
(CAN'T OPEN LID)
CLEANOUT
IN CONCRETE
RIM=3221.97
(CAN'T OPEN LID)
" R
C P
" R
C P
SD6
" P
VC
SD
SD
SD
SD
" R
C P
24" RCP24" RCP
SD
SD
" R
C P
SD24
" R
C P
SD24
" R
C P
SD24
" R
C P
SD24
" R
C P
SD24
" R
C P
SD
SD
SD
BUILDING 7260
DOCK 61 AG
AG AG AG AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AGAG
AG
AGAGAG
AG
AG
AG
AG
AG AG
W
AR
N
IN
G
W
AR
NI
NG
W
AR
NI
NG
WARNING
WARNINGWARNING
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
HANGAR DOOR RAIL
CLEANOUT
RIM=3223.29
FL=3219.47
CLEANOUT
RIM=3222.87
FL=3219.28
CLEANOUT
RIM=3222.85
FL=3218.17
AG
CLEANOUT
IN CONCRETE
RIM=3221.92
(CAN'T OPEN LID)
CLEANOUT
IN CONCRETE
RIM=3221.93
(CAN'T OPEN LID)
CLEANOUT
RIM=3221.94
(CAN'T OPEN LID)
STORM SEWER
CLEANOUT TYPE LID
RIM=3222.12
(CAN'T OPEN LID)
CLEANOUT
RIM=3221.56
FL=3217.99
CLEANOUT
IN CONCRETE
RIM=3219.61
(CAN'T OPEN LID)
AREA INLET
RIM=3219.68
FL NW=3212.23
FL NE=3212.85
FL SE=3212.03
AREA INLET
RIM=3212.70
FL=3206.38
STORM SEWER JB
MH RIM=3224.29
FL NW=3212.57
INV NE=3212.64
INV SE=3212.39
STORM SEWER JB
MH RIM=3226.09
FL NW 6" HDPE=3218.87
FL NW 24" RCP=3213.12
FL NE=3221.98
FL SE=3213.07
STORM SEWER JB
MH RIM=3225.48
FL BOX=3217.41
5'± OF WATER IN BOX,
CAN'T SEE PIPE(S)
AREA INLET
RIM=3224.36
FL=3213.73
AREA INLET
RIM=3224.34
FL=3213.73
AREA INLET
RIM=3224.72
FL=3214.61
AREA INLET
RIM=3224.72
(NO INV - VALVE CLOSED)
AREA INLET
RIM=3225.07
FL=3215.32
AREA INLET
RIM=3225.06
(NO INV - VALVE CLOSED)
AREA INLET
RIM=3225.41
(NO INV - VALVE CLOSED)
AREA INLET
RIM=3225.43
(NO INV - VALVE CLOSED)
AREA INLET
RIM=3225.82
FL=3216.57
AREA INLET
RIM=3225.81
(NO INV - VALVE CLOSED)
RIM=3226.15
FL=3217.25
AREA INLET
RIM=3226.14
(NO INV - VALVE CLOSED)
O
VE
R H
EA
D
D O
O R
O
VE
R H
EA
D
D O
O R
BUILDING
12302
DS
DS
DS
DS
INDUSTRIAL WASTE MH
RIM=3219.01
INV W=3208.14
INV E=3208.19
INDUSTRIAL WASTE MH
RIM=3220.64
INV NW=3210.43
INV SW=3210.89
INV E=3210.39
8" A
C
8" A
C
AIRFIELD
SECURITY
FENCE
FINISH FLOOR=3223.23
FINISH FLOOR=3223.25
6" VCP
24" RCP
8" A
C
8" AC
INDUSTRIAL WASTE MH
RIM=3221.76
INV NW=3215.43
INV NE=3215.64
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONCRETE
CONCRETE
CONCRETE
CONCRETE
ASPHALT
CONCRETE
CONCRETE
ASPHALT
CONCRETE
ASPHALT
ASPHALT
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
SI
DE
W
AL
K
SI
DE
W
AL
K
SLIDE GATE SUPPORT
POSTS IN CONCRETE
SLIDE GATE SUPPORT
POSTS AND CONTROL
BOX IN CONCRETE
CONEX CONTAINER
CONEX CONTAINER
6" V
C P
CONCRETE
BOLLARDS
BOLLARDS
ASPHALT
HANGAR DOOR RAILS
SIDEWALK
STORM SEWER JB
MH RIM=3222.05
FL SE - INLET OPENING
AT BACK OF BOX=3220.70
FL NE=3214.36
FL SW=3214.17
FL BOX=3214.02
BOLLARDS
SIDEWALK
SIDEWALK
HANGAR DOOR RAIL
WOODEN
FENCE
CONCRETE
CONCRETE
AREA INLET
RIM=3221.26
FL=3216.46
INDUSTRIAL WASTE MH
RIM=3221.93
INV NW=3213.17
INV SW=3213.36
INV NE=3213.82
INV SE=3213.24
CONCRETE
SIDEWALK
AREA INLET
RIM=3223.34
FL=3216.79
INDUSTRIAL WASTE MH
RIM=3221.93
INV NW=3212.97
INV SE=3213.04
AREA INLET
RIM=3222.59±
(NO GRATE - STEEL PLATE
COVERS TOP OF BOX)
FL NE=3216.29
FL 12" SW=3215.84
FL 4" SW=3220.89
SLIDE GATE
BUILDING7279
8" H
D
PE
8" H
D
PE
INDUSTRIAL WASTE MH
RIM=3222.13
INV SW=3213.99
INV NE=3214.15
8" A
C
" H D
PE
10"
8" P
VC
8"
P
VC
8" P
VC
8"
P
VC
8" P
VC
8"
P
VC
8" PVC
8" P
VC
" R
C P
" R
C P
" R
C P
8"
ST
OP
SLIDE GATE
AIRFIELD
SECURITY
FENCE
AIRFIELD
SECURITY
FENCE
SLIDE GATE SUPPORT
POSTS AND CONTROL
BOX IN CONCRETE
SLIDE GATE SUPPORT
POSTS IN CONCRETE
CONCRETE
DS
DS
DS
DS
O
VE
R H
EA
D
D O
O R
SI
D
EW
AL
K
SI
D
EW
AL
K
C O
N C
R
ET
E
C O
N C
R
ET
E
C O
N C
R
ET
E
CONCRETE
CONCRETE
C O
N C
R
ET
E
H
AM
IL
TO
N S
TR
EE
T H
AM
IL
TO
N
S
TR
EE
T
H
AM
IL
TO
N S
TR
EE
T
SD
" R C
P
" R C
P
15 M
PH
SD
SD
SD SD SD SD
WARNING
W
AR
N
IN
G
WARNING
W
AR
N
IN
G W
AR
N
IN
G
W
AR
N
IN
G
WARNING
WARNING
WARNINGWARNING
W
AR
N
IN
G W
AR
N
IN
G
W
AR
N
IN
G W
AR
N
IN
G
WARNING WARNING
AREA INLET
RIM=3212.70
FL BOX=3206.38
STORM SEWER MH
IN CONCRETE
RIM=3214.62
FL NW=3210.65
FL SE=3210.65
FL BOX=3205.90
STORM SEWER JB
MH RIM=3214.66
FL NW=3209.69
FL SE=3209.70
FL NE=3205.03
FL SW=3204.99
COMMUNICATIONS MH
RIM=3213.63
(CAN'T OPEN LID)
AREA INLET
RIM=3215.71
FL=3211.58
AREA INLET
RIM=3214.62
FL NW=3211.55
FL SE=3211.43
AREA INLET
RIM=3214.98
FL NW=3210.78
FL SW=3209.86
FL BOX=3208.49
ELECTRIC VAULT
RIM=3217.38
(CAN'T OPEN LID)
BOLLARDS
SPIGOT
PVC IN SQUARE METAL
PIPE IN CONCRETE
(UNKNOWN PURPOSE)
CONCRETE VAULT
LID=3217.80
(CAN'T OPEN LID)
CONCRETE
DOWNSPOUT
GOES INTO PIPE
UNDERGROUND
C O
N C
R
ET
E C
O N
C R
ET
E
BOLLARDS
CONCRETE
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
ASPHALT
ASPHALT
ASPHALT
CONCRETE
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONCRETE
COMMUNICATIONS VAULT
VAULT LID=3216.04
COMMUNICATIONS VAULT
VAULT LID=3216.02
AIRFIELD SECURITY FENCE
AIRFIELD
SECURITY
FENCE
BUILDING7279
REVOLVING
PEDESTRIAN GATES
SLIDE GATE
SUPPORT POST
BOLLARDS
SLIDE GATE
SLIDE GATE
SUPPORT POST
36" RCP
STORM SEWER JB
MH RIM=3210.30
FL NW=3199.15
36" RCP
6" VCP 6" VCP
6" HDPE 6" HDPE
" R
C P
ELECTRIC MH
RIM=3217.07
(CAN'T OPEN LID)
15" RCP
18" RCP
6"
V C
P
8" CI PIPE
PLUGGED WITH
CONCRETE
AREA INLET
RIM=3214.71
FL 8" PVC=3208.16
FL BOX=3207.63
8" PVC ?
4"
BUILDING 7504
PRIDE HANGAR
AIRFIELD
SECURITY
FENCE
BOLLARDS
8" AC8" AC
6" A
C
8" A
C
X X X
SD
SD
AREA INLET
RIM=3214.62
FL NW=3211.55
FL SE=3211.43
AREA INLET
RIM=3214.98
FL NW=3210.78
FL SW=3209.86
FL BOX=3208.49
SPIGOT
PVC IN SQUARE METAL
PIPE IN CONCRETE
(UNKNOWN PURPOSE)
DOWNSPOUT
GOES INTO PIPE
UNDERGROUND
ASPHALT
AIRFIELD
SECURITY
FENCE
AIRFIELD
SECURITY
FENCE
AIRFIELD
SECURITY
FENCE
AIRFIELD
SECURITY
FENCE
18" RCP
6"
V C
P
8" CI PIPE
PLUGGED WITH
CONCRETE
AREA INLET
RIM=3214.71
FL 8" PVC=3208.16
FL BOX=3207.63
8" PVC
4"
BUILDING 7504
PRIDE HANGAR
THRESHOLD
EL=3215.66
FINISH FLOOR
EL=3215.73
THRESHOLD
EL=3216.94
THRESHOLD
EL=3216.98
CPT
X X
X X
X X
X X
X X
X X
X X
X
X X X
X X
X X
X X
X X
X X
X X
X X
X X
XXX
X
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
STORM SEWER MH
RIM=3215.80
FL=
" R
C P
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
O
VE
R H
EA
D
D O
O R
O
VE
R H
EA
D
D O
O R
SD
SD
SD
DS
DS
DS
SD
AREA INLET
RIM=3222.59±
(NO GRATE - STEEL PLATE
COVERS TOP OF BOX)
FL NE=3216.29
FL 12" SW=3215.84
FL 4" SW=3220.89
RIM=3226.15
FL=3217.25
AREA INLET
RIM=3226.14
(NO INV - VALVE CLOSED)
AREA INLET
RIM=3223.34
FL=3216.79
AREA INLET
RIM=3225.82
FL=3216.57
AREA INLET
RIM=3225.81
(NO INV - VALVE CLOSED)
INDUSTRIAL WASTE MH
RIM=3221.93
INV NW=3213.17
INV SW=3213.36
INV NE=3213.82
INV SE=3213.24
CLEANOUT
IN CONCRETE
RIM=3221.53
(CAN'T OPEN LID)
SD
SD
SD
AREA INLET
RIM=3215.71
FL=3211.58
AREA INLET
RIM=3214.62
FL NW=3211.55
FL SE=3211.43
AREA INLET
RIM=3214.98
FL NW=3210.78
FL SW=3209.86
FL BOX=3208.49
BOLLARDS
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONCRETE
CONCRETE
AIRFIELD
SECURITY
FENCE
AIRFIELD
SECURITY
FENCE
AREA INLET
RIM=3214.42
FL=3212.32
15" RCP
15" RCP
18" RCP
6"
V C
P
8" CI PIPE
PLUGGED WITH
CONCRETE
AREA INLET
RIM=3214.71
FL 8" PVC=3208.16
FL BOX=3207.63
8" PVC ?
4"
ASPHALT
ASPHALT
.56
.28
12"
12"
12"
6"
24"
36" SD
SD
STORM SEWER MH
RIM=3215.65
FL SW=3206.67
FL NE=3209.58
FL SE=3206.31
" R
C P
36" RCP
AIRFIELD
SECURITY
FENCE
COMMUNICATIONS BOX
ON WOODEN POST
COMMUNICATIONS/ELECTRIC VAULT
MH RIM=3220.23
BOTTOM VAULT=3212.65
CONCRETE
6" PVC
FL=3215.28
6" PVC
FL=3215.60
CONCRETE
JERSEY BARRIERS
ASPHALT
ASPHALT
ASSUMED GUTTER LIP
UNDER ASPHALT OVERLAY
EXPOSED DUCTBANK
EXPOSED DUCTBANK
AREA INLET
RIM=3212.92
FL=3210.55
AREA INLET
RIM=3216.45
FL=3210.32
INDUSTRIAL WASTE MH
RIM=3219.01
INV W=3208.14
INV E=3208.19
8" A
C
8" A
C
8" V
CP
COMMUNICATIONS VAULT
MH RIM=3217.02
VAULT BOTTOM=3209.41ELECTRIC VAULT
MH RIM=3217.04
VAULT BOTTOM=3209.43
ELECTRIC BOX ON
CONCRETE PAD
ELECTRIC BOXES ON
CONCRETE PADS
18" RCP
24" RCP
CONCRETE PAN CONCRETE PAN
C O
N C
R
ET
E
PA
N
CONCRETE
PAN
STORM SEWER MH
RIM=3222.72
FL SW=3219.02
FL NE=3219.00
FL SE=3218.81
STORM SEWER MH
IN CONCRETE
RIM=3222.28
FL SW=3219.00
FL NE=3219.01
FL MH=3217.74
AREA INLET
RIM=3221.46
FL=3214.93
STORM SEWER
CLEANOUT TYPE LID
RIM=3223.32
FL=3219.72
CLEANOUT
RIM=3222.87
FL=3219.34
CLEANOUT
RIM=3222.86
FL=3218.12
CLEANOUT
IN CONCRETE
RIM=3221.97
(CAN'T OPEN LID)
CLEANOUT
IN CONCRETE
RIM=3221.97
(CAN'T OPEN LID)
AG
ASSUMED GUTTER LIP
UNDER ASPHALT OVERLAY
ASPHALT
G
AT
E
AIRFIELD
SECURITY
FENCE
AG
AG
AG
AG
AG
AG AG
AG
AG
AGAG
AG AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG AG
ASPHALT
ASPHALT
CONCRETE
ASPHALT
INDUSTRIAL WASTE MH
RIM=3219.01
INV W=3208.14
INV E=3208.19
" R
C P
" R
C P
" R
C P
CLEANOUT
IN CONCRETE
RIM=3221.92
(CAN'T OPEN LID)
CLEANOUT
IN CONCRETE
RIM=3221.93
(CAN'T OPEN LID)
8" VCP8" VCP
6" V
C P
METAL SAFETY RAIL
HANGAR DOOR RAILS
HANGAR DOOR RAILS
8" P
VC
8" A
C
8" A
C
8" V
CP
FINISH FLOOR=3223.23
FINISH FLOOR=3223.25
SD
M C
C O
N N
EL
L
BO
U
LE
VA
R D
(A
SP
H
AL
T)
AS
SU
M
ED
G U
TT
ER
L
IP
U N
D
ER
A
SP
H
AL
T O
VE
R
LA
Y
TAXIWAY ALPHA
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
IT IS UNLAWFUL TO ENTER THIS AREA
WITHOUT PERMISSION OF THE
INSTALLATION COMMANDER.
SEC. 21, INTERNAL SECURITY ACT
OF 1950; 50 U.S.C. 797
WHILE ON THIS INSTALLATION ALL
PERSONNEL AND THE PROPERTY UNDER
THEIR CONTROL ARE SUBJECT TO SEARCH.
USE OF DEADLY FORCE AUTHORIZED
THIS AREA IS PATROLLED BY MILITARY
WORKING DOG TEAMS
WARNING
RESTRICTED AREA
TO
W
O
NL
Y
TO
W O
NL
Y
SD
SD
SD
SD
SD
SD
SD
SD
E E E E E
E E
E E
E
ESES
ESES
ES
ES
ES
ES
ESES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES ES ES ES ES ES ES ES ES ES
ES
ES
ESES ESES
ES ES ES ES ES ES ES ES
ESESES
ES ES
ES
ES
ES
ES
ESES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ESESES ES
ES
ES ES
ES
ES ESES ESES ESES
ESES
ES
ES ES ES ES ES ES ES ES ES
ES ES
ES ES
ES
ES
ES
ES ESES ESES ESES ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES ES ES ES ES ES ES ES ES ES
ES
ES
ESES ES ES ES
ES
ES
ES
ES
ES ES ES ES ES ES ES ES ES
ESES
ES ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES ES ES ES ES ES ES ES ES ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES ES ES ES ES ES ES ES ES ES
ESES ESES
ESESES
ES
ES
ES
ES
ES
ES
ES
ESESES
ES
ES
ES
ES
ES ES
G
G G
G
G G G G G
G G
G
G G G
G G
G
GG
G G
G G
G G
G G
W
W
W W
W W
W
W W
W
WWW
W W
W W
W W
W W
W W
W
W W
W W
W W
W W
W W
W W
W
SA
N
SA
N
SA
N
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
4" P
VC
O
VE
R H
EA
D
D O
O R
DS
DS
DS
FINISH FLOOR=3222.41
HANGAR DOOR RAIL
ELECTRIC BOX
SI
D
EW
AL
K
GAS RISER
PIPES
CONDUIT & BOX
ON BUILDING WALL
WOODEN
FENCE
SI
D
EW
AL
K
" R
C P
CONCRETE
" R
C P
O
VE
R H
EA
D
D O
O R
BUILDING 7262
DOCK 60
DS
FINISH FLOOR=3222.43
SIDEWALK
SIDEWALK
CONCRETE
CONCRETE
C O
N C
R
ET
E
CONCRETE
FINISH FLOOR=3222.46
CONDUIT & BOX
ON BUILDING WALL
ELECTRIC SWITCH
ON BUILDING WALL
CONCRETE PAD
SIDEWALK
SPIGOT
SI
D
EW
AL
K
CONCRETE
6" P
VC
8" VCP
6" V
C P
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
10" HDPE
6" P
VC
AG
AG
AGAG
AGAG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AGAG
AG
AG
" R
C P
10" PVC
AGAG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
CONCRETE
6" VCP
CONCRETE CURB
(NO GUTTER)
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG
CONCRETE
6" VCP
BLDG.
BLDG.
6" VCP
SIDEWALK
10" PVC
AG
AG
AG
AG
AG
AG
AG
AG
AG
AG AG
AG
AG
AG
AG
AG
AG
CONCRETE
FUEL PUMP ISLAND
STORM DRAIN PIPE
THROUGH ISLAND
CONCRETE
CONCRETE BOX
(UNKNOWN PURPOSE)
CONCRETE
CONCRETE BOX
(UNKNOWN PURPOSE)
ASPHALT
CONCRETE
ASPHALT
6" V
C P
BOLLARDS
ASPHALT
ASPHALT
6" VCP 6" VCP8" PVC
8" PVC
6" PVC
CONCRETE
ASPHALT
ASPHALT
ASPHALT
CONCRETE
ASPHALT
" R
C P
AG
AG
AG
CONCRETE
ASPHALT
ASPHALT
8" HDPE
8" P
VC
CONCRETE
CONCRETE
ASPHALT
CONCRETE
ASPHALT
CONCRETE
CONCRETE
ASPHALT
ASPHALT
ASPHALT
ASPHALT
CONCRETE
ASPHALT
ASPHALT
CONCRETE
ASPHALT
ASPHALT
BOLLARDS
BUILDING
12303
BUILDING
CONCRETE
CONCRETE
CONCRETE
" R
C P
ASPHALT
CONCRETE
CONCRETE
STOP
CASTLE DRIVE
CONCRETE
ASPHALT
CONCRETE
E
ESES
ES
WWW
W
W
SD
SD
ELECTRIC VAULT
MH RIM=3221.98
BOTTOM VAULT=3213.95
COMMUNICATIONS VAULT
MH RIM=3221.96
BOTTOM VAULT=3213.93
ELECTRIC BOX ON
CONCRETE PAD
BRACE FOR
RISER PIPE
3.5" DIA.
RISER PIPE
CONCRETE
CASS FUEL PIT
MH RIM=3221.14
BOTTOM=3217.84
CASS FUEL PIT
MH RIM=3220.98
BOTTOM=3217.68
FUEL TANK LIDS,
SIGN & BOLLARDS
IN CONCRETE
DSDS
ELECTRIC METER
CONCRETE CURB
(NO GUTTER)
METAL RIM/NO LID
FILLED WITH CONCRETE
SD
AREA INLET
RIM=3220.19
(NO INVERT - VALVE CLOSED)
AREA INLET
RIM=3219.50
(NO INV - VALVE CLOSED)
AREA INLET
RIM=3219.52
(NO INV -
VALVE CLOSED)
STORM DRAIN PIPE
THROUGH ISLAND
STORM MH
RIM=3220.80
INV N=3217.89
INV S=3217.83
STORM MH
RIM=3220.35
FL=3217.10
SD
6" VCPMETAL RIM/NO LID
FILLED WITH CONCRETE
METAL RIM/NO LID
FILLED WITH CONCRETE
AREA INLET
RIM=3220.08
(NO INV - VALVE CLOSED)
CLEANOUT
IN CONCRETE
RIM=3221.80
(NO INV -
FULL OF SOIL)
STORM SEWER MH
RIM=3220.86
FL=3216.07
HANGAR DOOR RAILS
DS
CONCRETE WALL
CONCRETE BOX
(UNKNOWN PURPOSE)
AIR-CONDITIONER
ON CONCRETE PAD
YARD
HYDRANT
ELECTRIC MOTOR
ON CONCRETE PAD
ELECTRIC SWITCH
CONCRETE
ELECTRIC BOX ON
CONCRETE PAD
6" VCP
CLEANOUT
IN CONCRETE
RIM=3221.60
FL=3218.51 ?
8" PVC
8" PVC
" R
C P
" R
C P
STORM SEWER
CLEANOUT TYPE LID
IN CONCRETE
RIM=3221.84
FL=3216.93
CLEANOUT
IN CONCRETE
RIM=3220.44
FL=3216.37
STORM SEWER JB
MH RIM=3220.88
FL BOX=3212.52
FL 6" NW=3215.95
FL 6" SE=3216.56
CLEANOUT
RIM=3220.64
(NO INV - PVC CAPPED)
AREA INLET
RIM=3219.91
FL=3212.31
STORM SEWER MH
IN CONCRETE
RIM=3220.13
FL BOX=3214.82
STORM SEWER MH
IN CONCRETE
RIM=3220.25
FL=3217.16
AREA INLET
RIM=3219.58
(NO INV - VALVE
CLOSED)
AREA INLET
RIM=3219.46
(NO INV - VALVE CLOSED)
WATER VAULT
MH LID=3220.46
BOTTOM VAULT=3214.29
CONCRETE BOX
(UNKNOWN PURPOSE)
6" V
C P
12" RCP
12" RCP?
" R
C P
SD
SD
AREA INLET
RIM=3218.32
FL=3210.73
AREA INLET
RIM=3217.63
FL NW=3209.83
FL S=3209.51
FL NE=3209.81
STORM SEWER JB
MH RIM=3219.59
FL BOX=3209.26
FL NE=3215.18
FL SW=3212.95
ELECTRIC VAULT
MH RIM=3219.44
(CAN'T OPEN LID)
ELECTRIC
JUNCTION
BOX
ELECTRIC
JUNCTION BOX
" R
C P
6" V
C P
POSSIBLE DRAIN
FOR ELECTRIC
VAULT
6" V
C P
6" V
CP
WARNING
WARNING
WARNING
WARNING
WARNING
CLEANOUT
RIM=3220.28
(CAN'T OPEN LID)
CLEANOUT
RIM=3220.79
(CAN'T OPEN LID)
CLEANOUT
RIM=3219.42
(CAN'T OPEN LID)
ASPHALT
ELECTRIC VAULT
MH RIM=3219.11
(CAN'T OPEN LID)
MANHOLE IN CONCRETE
(UNKNOWN PURPOSE)
RIM=3220.30
FL NW=3213.36
FL NE=3213.38
6" VCP
8" PVC
6"
V C
P
" R
C P
" R
C P
" R
C P
8" VCP AG
STORM SEWER MH
RIM=3221.89
FL 6" SW=3218.17
FL 6" NE=3218.17
FL 8" SE=3217.89
STORM SEWER MH
RIM=3221.51
FL 6" SW=3213.83
FL 6" NE=3218.35
FL MH=3216.96
AREA INLET
RIM=3220.64
FL=3213.89
CLEANOUT
RIM=3220.93
(NO LID - FILLED
WITH CONCRETE)
CLEANOUT
RIM=3221.67
(NO LID, FILLED
WITH CONCRETE)
STORM SEWER
CLEANOUT TYPE LID
RIM=3222.47
FL=3218.64
CLEANOUT
RIM=3222.01
FL=3218.53
CLEANOUT
RIM=3221.99
FL=3217.17
CLEANOUT
RIM=3222.01
FL=3217.34
CLEANOUT
RIM=3221.98
FL=3217.17
CLEANOUT
IN CONCRETE
RIM=3221.55
(CAN'T OPEN LID)
CLEANOUT
IN CONCRETE
RIM=3221.55
(CAN'T OPEN LID)
CLEANOUT
IN CONCRETE
RIM=3221.19
(CAN'T OPEN LID)
CLEANOUT
IN CONCRETE
RIM=3221.19
(CAN'T OPEN LID)
CLEANOUT
IN CONCRETE
RIM=3221.08
FL=3217.40 ?
CLEANOUT
IN CONCRETE
RIM=3221.06
(CAN'T OPEN LID)
AREA INLET
RIM=3220.10
FL=3212.94
CLEANOUT
IN CONCRETE
RIM=3220.84
FL=3212.60
CLEANOUT
IN CONCRETE
RIM=3220.74
(CAN'T OPEN LID)
CLEANOUT
IN CONCRETE
RIM=3220.62
FL=3216.77
8" P
VC
8"
P
VC
6" PVC
CLEANOUT?
(CONCRETED OVER)
DS
DS
HANGAR DOOR RAILS
ELECTRIC BOX
ELECTRIC BOXES ON
CONCRETE PADS
METAL SAFETY RAIL
CLEANOUT
(CAN'T OPEN LID)
CLEANOUT
RIM=3221.44
(NO LID - FILLED
WITH CONCRETE)
C O
M M
C O
M M
COMM
C O
M M
C O
M M
E E
E
EEE
E
E E
E E
E
E
E
E
E E
E E
E
E
E
E E
E E
E
E E
E E
E E
E
E
C O
M M
C O
M M
W W W W W W W W W
W W
W
COMM
COMM
COMM
COMM
PN
PN PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
PN
SD
ESES ESES
G G
G
G
E
ASPHALT
24" RCP
24" RCP
SD SD SD24" RCP 24" RCP
STORM SEWER MH
IN CONCRETE
RIM=3219.35
FL BOX=3208.59
FL NE=3215.36
FL SW=3214.98 SD
SD
SD
24" RCP
24" RCP
CP
18" RC ARCH PIPE
FL=3220.79
18" RC ARCH PIPE
FL=3220.16
SD
6"
V C
P
CLEANOUT
IN CONCRETE
RIM=3222.28
FL=3219.43
CLEANOUT
IN CONCRETE
RIM=3222.31
(CAN'T OPEN LID)
6" V
C P
ASPHALT
ASPHALT
CONCRETE
ASPHALT
CONCRETE
ASPHALT
WWWWW
AREA INLET
RIM=3213.25
(NO INV., CAN'T SEE PIPE(S) -
INLET PROTECTION STILL
IN PLACE FROM RECENT
CONSTRUCTION IN AREA)
SD
E E
ASPHALT
EB-1 EB-2
EB-3 EB-4 EB-5 EB-6 EB-7
EB-8
EB-9
EB-10 EB-11 EB-12
EB-13
EB-14
EB-15
EB-16
EB-17 EB-18 EB-19
EB-20 EB-21
EB-22 EB-23 EB-24
EB-25 EB-26EB-27
EB-28
EB-29 EB-30 EB-31 EB-32 EB-33 EB-34
EB-35 EB-36 EB-37 EB-38 EB-39 EB-40
EB-41
EB-42 EB-43 EB-44 EB-45 EB-46
B-74
B-87
EB-47
EB-48
BORING LOCATION TABLE
NUMBER
B-74
B-87
EB-1
EB-2
EB-3
EB-4
EB-5
EB-6
EB-7
EB-8
EB-9
EB-10
EB-11
EB-12
EB-13
EB-14
EB-15
EB-16
EB-17
EB-18
EB-19
EB-20
EB-21
EB-22
EB-23
EB-24
EB-25
EB-26
EB-27
EB-28
EB-29
EB-30
EB-31
EB-32
EB-33
EB-34
EB-35
EB-36
EB-37
EB-38
EB-39
EB-40
EB-41
EB-42
EB-43
EB-44
EB-45
EB-46
EB-48
NORTHING
673,874.18
674,047.48
673,876.96
673,724.23
674,025.34
673,941.55
673,860.94
673,773.95
673,697.44
673,801.25
673,739.24
673,946.59
673,903.51
673,855.97
673,821.37
674,009.42
673,765.18
674,109.34
674,015.15
673,970.86
673,927.12
673,851.97
673,755.41
674,080.74
674,037.65
673,988.12
673,957.05
673,894.99
674,142.08
674,064.16
674,236.02
674,155.32
674,106.96
674,072.43
673,980.00
673,916.66
674,266.89
674,221.04
674,175.01
674,132.99
674,085.14
674,022.22
674,373.43
674,281.93
674,235.58
674,188.78
674,105.12
674,032.03
673,467.12
EASTING
1,242,365.32
1,242,491.64
1,241,906.27
1,242,033.90
1,241,916.37
1,241,985.47
1,242,053.54
1,242,127.17
1,242,193.85
1,242,157.11
1,242,186.87
1,242,087.29
1,242,124.83
1,242,168.07
1,242,181.62
1,242,072.25
1,242,274.63
1,242,122.30
1,242,169.68
1,242,204.93
1,242,241.40
1,242,332.35
1,242,413.19
1,242,249.08
1,242,285.44
1,242,326.76
1,242,377.50
1,242,428.85
1,242,231.81
1,242,317.25
1,242,274.40
1,242,341.28
1,242,369.05
1,242,409.82
1,242,485.90
1,242,554.56
1,242,378.01
1,242,415.69
1,242,451.97
1,242,487.31
1,242,528.00
1,242,580.07
1,242,447.63
1,242,488.32
1,242,525.68
1,242,564.97
1,242,633.35
1,242,694.55
1,243,585.70
BORING
DEPTH (FT)
B-110
SO
IL
C
LA
SS
IF
IC
AT
IO
N
P
LA
N
K.
W
AR
TA
D . M
U
ET
IN
G
R . B
AR
U
TH
AM
EN
D M
EN
T
AM
EN
D M
EN
T
5/
/2
JU
N
C1 SOIL CLASSIFICATION PLAN
SCALE AS SHOWN 80' 160'0
CATEGORY 1: SOIL WITHOUT REUSE
RESTRICTIONS - DEPTH INTERVAL: 0
TO 2 FEET BELOW SURFACE (BS*).
CATEGORY 1: SOIL WITHOUT REUSE
RESTRICTIONS - DEPTH INTERVAL 0
TO 10 FEET BS*.
CATEGORY 2A: SOIL WITH REUSE
RESTRICTIONS BASED ON PFOA/PFOS
- DEPTH INTERVAL: 0 TO 2 FEET BS*.
CATEGORY 2A: SOIL WITH REUSE
RESTRICTIONS BASED ON PFOA/PFOS
- DEPTH INTERVAL 0 TO 10 FEET BS*.
CATEGORY 2B: SOIL WITH REUSE
RESTRICTIONS BASED ON TPH -
DEPTH INTERVAL: 0 TO 2 FEET BS*.
CATEGORY 2B: SOIL WITH REUSE
RESTRICTIONS BASED ON TPH -
DEPTH INTERVAL: 0 TO 10 FEET BS*.
CATEGORY 3: SOIL REQUIRING
OFFSITE DISPOSAL - DEPTH INTERVAL:
0 TO 6 FEET BS* & CATEGORY 2B (SEE
DESCRIPTION ABOVE) DEPTH
INTERVAL: 6 TO 10 FEET BS*.
1. SEE ENVIRONMENTAL SUBSURFACE INVESTIGATION SUMMARY
MEMORANDUM IN THE APPENDIX FOR ADDITIONAL INFORMATION
AND QUANTITIES FOUND DURING TESTING.
2. PFOA/PFOS = PERFLUOROOCTANOIC ACID /
PERFLUOROOCTANE SULFATE
3. BS* = BELOW SURFACE REFERS TO DEPTH BELOW GROUND
SURFACE, IF PAVEMENT IS NOT PRESENT AND DEPTH BELOW
PAVEMENT AND SUBBASE, IF PAVEMENT IS PRESENT.
NOTES: LEGEND:
US Army Corps of Engineers ®
SHEET ID
U S
AR
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PS
O
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R
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D R
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N
B Y:
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3 5 7 9 11 13 15 17 19
L
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2 4 6 8 10 12 14 16 18 20
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A B
4'-5" * 1'-2" * 1'-2" * 6'-11" * 5'-8" * 1'-4"
19'-4"
TOC EL 99'-6 3/4"
DOOR RAIL DRAIN
PER MECH AND CIVIL
#7@12" OC
EW T&B
#7@12" OC
EW T&B
LEVELING ANGLE
AND AHR BOLTS
BY DOOR SUPPLIER
DAMP PACK GROUT OR
4000 PSI CONC W/ 1/2"
MAX COARSE AGGR
AIRCRAFT RATED
TRENCH DRAIN (R-4999)
FRAME AND BOLTED COVER
CJ-1 SLAB
PER PLAN#7@12" OC EW#7@12" OC EW
#7@12" OC EW#7@12" OC EW
#7@12" OC EW#7@12" OC EW
B1
S-511
TYP F1
S-511
V A
R
IE
S
(2) #5
#7@12" OC EW#7@12" OC EW
SNOW MELT PIPING
PER MECH TYP
*COORD WITH ACTUAL
DOOR PROVIDED
6" 6"
(2) #7
WRAP UTILITIES
IN 1" THICKCPRS
FOAM FOR FIRST
24" OF EMBED
A B
2'-10" * 1'-2" * 1'-7" * 1'-2" * 6'-11" * 1'-7" * 4'-1" * 1'-4"
19'-4"
TOC EL 99'-6 3/4"
DOOR RAIL DRAIN
PER MECH AND CIVIL
#7@12" OC
EW T&B
#7@12" OC
EW T&B
LEVELING ANGLE
AND AHR BOLTS
BY DOOR SUPPLIER
DAMP PACK GROUT OR
4000 PSI CONC W/ 1/2"
MAX COARSE AGGR
AIRCRAFT RATED
TRENCH DRAIN (R-4999)
FRAME AND BOLTED COVER
CJ-1 SLAB
PER PLAN
#7@12"
OC EW
#7@12"
OC EW
#7@12" OC EW#7@12" OC EW
#7@12" OC EW#7@12" OC EW
B1
S-511
TYP
F1
S-511
#7@12" OC EW#7@12" OC EW
SNOW MELT PIPING
PER MECH TYP
*COORD WITH ACTUAL
DOOR PROVIDED
(2) #5
(2) #7
6" 6"
WRAP UTILITIES
IN 1" THICKCPRS
FOAM FOR FIRST
24" OF EMBED
A B
1'-4" * 1'-1" * 1'-7" * 1'-7" * 1'-2" * 6'-11" * 1'-7" * 1'-7" * 2'-6" * 1'-4"
19'-4"
TOC EL 99'-6 3/4"
DOOR RAIL DRAIN
PER MECH AND CIVIL
#7@12" OC
EW T&B
#7@12" OC
EW T&B
LEVELING ANGLE
AND AHR BOLTS
BY DOOR SUPPLIER
DAMP PACK GROUT OR
4000 PSI CONC W/ 1/2"
MAX COARSE AGGR
AIRCRAFT RATED
TRENCH DRAIN (R-4999)
FRAME AND BOLTED COVER
CJ-1 SLAB
PER PLAN#7@12" OC EW#7@12" OC EW
#7@12" OC EW#7@12" OC EW
B1
S-511
TYP
F1
S-511
#7@12" OC EW#7@12" OC EW TYP
SNOW MELT PIPING
PER MECH TYP
*COORD WITH ACTUAL
DOOR PROVIDED
(2) #5
(2) #7
6" 6"
WRAP UTILITIES
IN 1" THICKCPRS
FOAM FOR FIRST
24" OF EMBED
US Army Corps of Engineers ®
SHEET ID
U .S
A
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Y C
O R
P S
O F
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IN
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R S
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IT
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D
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T R
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E
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H S
T R
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T K
A N
S A
S C
IT
Y
M
O
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
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IO
N N
O
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3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
A M
A S
H E
K E
L
A F
D R
A W
IN
G
C O
D E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F X
B M
F
Y
B -2
L
O W
O B
S E
R V
A B
L E
-B
A Y
R E
S T
O R
A T
IO
N
F A
C
IL
IT
Y
A P
R
IL
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
W F
-2 -R
-0
S-510
H A
N G
A R
D O
O R
T R
A C
K D
E T
A
IL
S
K B
E Y
E R
L E
W
IG
M A
N
W B
A
IL
E Y
SCALE: 3/4" = 1'-0"K1
HANGAR DOOR TRACK FOUNDATION
SCALE: 3/4" = 1'-0"F1
HANGAR DOOR TRACK FOUNDATION
0 1' 2' 3'
0 1' 2' 3'
SCALE: 3/4" = 1'-0"A1
HANGAR DOOR TRACK FOUNDATION
0 1' 2' 3'
A
M E
N D
M E
N T
J U
N
6"6"2"
1/2"
5/16 34
5/16 34
BM PER PLAN
W/ (9) 1" DIA
A490-PT-STD BOLTS
COPE FLG ON ONE
SIDE AT GUSSET
VB1/VB2
COL
PER SCHED
NF NSFC
CAP PL1/2
WP
STIF PL1/2
TYP
L12/S-508
CONN
PER
GRID
1"
VB1/V
B2
5/16 20
5/16 20
COL
PER SCHED
FLG NSFC
WP
STIF PL1/2
L12/S-508
CONN
PER
BASE PL
PER SCHED
5/16 8
5/16 8
J
VB2
5/16 24
5/16 24
CONN
PER A L12/S-508
COL
PER SCHED
WP
STIF PL1/2
BASE PL
PER SCHED
5/16 5
5/16 5
J
1/2"
5/16 32
5/16 32
6" 2"
BM PER PLAN
W/ (6) 1" DIA
A490-PT-STD BOLTS
COPE FLG ON ONE
SIDE AT GUSSET
COL
PER SCHED
CAP PL1/2
WP
STIF PL1/2
CONN
PER A L12/S-508
VB2
H
2" 6"
5/16 34
5/16 34
1/2"
BM PER PLAN
W/ (6) 1" DIA
A490-PT-STD BOLTS
COPE FLG ON ONE
SIDE AT GUSSET
COL
PER SCHED
NF NSFC
CAP PL1/2
WP
STIF PL1/2
TYP
CONN
PER A L12/S-508
VB2
1" T
Y P
THRU PL1
5/16
5/16
VB1/V
B2
VB1/V
B2
HSS
PER EL
CONN
PER A
TYP
L12/S-508
US Army Corps of Engineers ®
SHEET ID
U .S
A
R M
Y C
O R
P S
O F
E N
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IN
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S A
S C
IT
Y
D
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T R
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H S
T R
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T K
A N
S A
S C
IT
Y
M
O
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
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H
F
D
B
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A R
D P
A R
K W
A Y
K
A N
S A
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IT
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M
O
A M
A S
H E
K E
L
A F
D R
A W
IN
G
C O
D E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F X
B M
F
Y
B -2
L
O W
O B
S E
R V
A B
L E
-B
A Y
R E
S T
O R
A T
IO
N
F A
C
IL
IT
Y
A P
R
IL
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
W F
-2 -R
-0
S-533
V E
R T
IC
A
L B
R A
C
IN
G C
O N
N E
C T
IO
N
D E
T A
IL
S
K B
E Y
E R
L E
W
IG
M A
N
W B
A
IL
E Y
SCALE: 1" = 1'-0"K1
DETAIL
SCALE: 1" = 1'-0"A1
DETAIL
SCALE: 1" = 1'-0"A5
DETAIL
SCALE: 1" = 1'-0"K11
DETAIL
SCALE: 1" = 1'-0"K6
DETAIL
SCALE: 1" = 1'-0"E1
DETAIL
0 1/2' 1' 2'
0 1/2' 1' 2'
0 1/2' 1' 2' 0 1/2' 1' 2' 0 1/2' 1' 2'
0 1/2' 1' 2'
A
M E
N D
M E
N T
J U
N
G
9 10
14131211
FABRICATION
TOOL / SUPPORT
EQUIP
TRAINING
ROOM
OFFICE
OFFICE
COMM
122MOTHERS ROOM
CORRIDOR
VEST
10.2
15.2
J
H
9.2
HAZMAT/ LO
STORAGE
DEMIL
JAN
A12
A-310
A11
A-311
A6
A-311
117B
117A
105A
102D
132A
127B
157A
125D
125A
124A
123B
118A
121A
122A
119A 120A
126B
123A
126C
ELEC
12' - 8" 49' - 8" 6' - 4" 2' - 0" 6' - 4" 39' - 8" 10' - 0" 36' - 8" 6' - 4"
15' - 6"
/4
8' - 0" 8' - 10" 16' - 2" 2' - 8"
FIRE PUMP
M5CA M5CA
S2AA
S2AAS2AA
S2AA S2AA
M5CAM5CA
M5CA
M5CA
M5CC M5CC
M1CE
M1CA
M1CD
S1AB
S2AB
S1AA
M5CC
M1CAM1CA
M5CC
125C
18' - 7" 4' - 3"
1.8
1.10
1.16
1.16
128B
M5CA
M5CA M5CA
/8
3' - 1"
8"
3' - 1" 12' - 5"
/8
127A
126A
129A
VEST
149A
148A
144A
143A
141A
1.4
1.8
FOAM ROOM
156A
M1CB
M1CB M1CB
S1ABS1AB
1.27
8" 14' - 0"
AREA F
AREA D
AREA FAREA E
1.10
1.10
15' - 7" 10' - 3" 8' - 0" 24' - 5"
/8
M5CA
M5CA
STORAGE
1.12
S1AB
1.27
58' - 3 3/8"
2' - 11"
4' - 0"
9' - 6" 8' - 0"
A1
A-404
A10
A-315
H1
A-403
158A
33' - 2 3/8"
/4
7' - 9"
M1CB
M1CB
M1CB
M1CBM1CB
M1CBM5CA
M5CC
M5CA
M5CA
M5CA
157B
L1
A-422
100' - 0" AT T.O. GRATING
AT T.O. CONCRETE
100' - 0" AT T.O. GRATING
AT T.O. CONCRETE
1.331.33
100' - 0"
100' - 0"
100' - 0"
99' - 3"
98' - 11 3/4"
2' - 6"
13' - 2"
125E
125F
2' - 2"
A1
A-522
A8
A-522 ABOVE
OPP
VEST
1.27
29' - 4" 13' - 4" 2' - 0"
4' - 4" 26' - 5" 22' - 8" 22' - 8" 30' - 9" 29' - 4" 29' - 4"
A1
A-419
ABOVE
1.39
1.34
M1CB
M1CB
M1CBM1CB
W1
W1
M1CB
S1AB
8' - 2"
/8
TYP.
K1
A-420
F11
A-503
47' - 8"
1.38
1.38
1.38
1.38
1.38
AREA F
AREA B
S1AB
S1AB
GENERAL SHEET NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
FOR ARCHITECTURAL GENERAL NOTES, MATERIAL LEGEND,
AND ABBREVIATIONS REFER TO SHEET AG001 & AG002.
REFERENCE LIFE SAFETY DRAWINGS FOR FIRE RATED WALL
LOCATIONS.
FOR PARTITION TYPES CONSTRUCTION AND DESCRIPTION
REFER TO PARTITION TYPES SHEET A-501 THRU A-503.
FOR DIMENSIONS OR ADDITIONAL INFORMATION NOT
ILLUSTRATED, REFER TO LARGER SCALE DRAWINGS.
REFERENCE THE REFLECTED CEILING PLANS FOR CEILING
HEIGHTS.
ALL DIMENSIONS ARE FROM: COLUMN GRID LINE, FACE OF CMU
WALL, AND FINISH FACE OF GYPSUM BOARD WALL, UNLESS
NOTED OTHERWISE.
THE FIRST FLOOR FINISHED FLOOR ELEVATION IS 100'-0"
UNLESS NOTED OTHERWISE.
REFERENCE FURNITURE PLANS FOR LOCATIONS OF WALL
ACCESSORIES AND VISUAL DISPLAY EQUIPMENT. PROVIDE
BLOCKING AS REQUIRED TO SUPPORT ELEMENT ATTACHMENT.
TYPICAL DOOR JAMB LOCATION IS 0'-4" FROM ADJACENT
FINISHED WALL UNLESS DIMENSIONED OTHERWISE. REFER
SHEET AG003 FOR ACCESSIBLE DOOR CLEARANCES.
PLAN
NORTH
US Army Corps of Engineers ®
SHEET ID
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
N
S A
S C
IT
Y
D
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T R
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T
E
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H S
T R
E E
T K
A N
S A
S C
IT
Y
M
O
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
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C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
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3 5 7 9 11 13 15 17 19
L
J
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E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
A M
A S
H E
K E
L
A F
D R
A W
IN
G
C O
D E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F X
B M
F
Y
B -2
L
O W
O B
S E
R V
A B
L E
-B
A Y
R E
S T
O R
A T
IO
N
F A
C
IL
IT
Y
A P
R
IL
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
A B C D
E F
KEY PLAN
NOT TO SCALE
W F
-2 -R
-0
A-116
G R
O U
N D
F L O
O R
P L A
N
A R
E A
F
T .K
IM
J .C
O B
L E
R
P .W
A L T
E R
S
SCALE: 1/8" = 1'-0"
A1
GROUND FLOOR PLAN - AREA F
0 4' 8' 16'
SHEET KEYNOTES
1.4 MECHANICAL HANGAR FILTRATION WALL
1.8 CANOPY ABOVE
1.10 EYE WASH STATION (RE: MECHANICAL)
1.12 BOLLARD. RE: A1 / A-521
1.16 DRINKING FOUNTAIN WITH BOTTLE FILLING
(RE: MECHANICAL)
1.18 MEP EQUIPMENT (RE: MECHANICAL AND
ELECTRICAL)
1.27 INTERIOR WALK OFF MAT
1.33 STEEL GRATING RAISED ACCESS FLOORING
1.34 FLOOR HATCH
1.38 FIRE EXTINGUISHER
1.39 MECHANICAL PLATFORM ABOVE
x
A
M -0
D
E S
IG
N
I S
S U
E D
F O
R P
R
IC
IN
G
A P
R
A
M E
N D
M E
N T
J U
N
A
M E
N D
M E
N T
J U
N
GENERAL SHEET NOTES:
1.
2.
3.
REFER TO SHEET A-140 FOR REFLECTED
CEILING PLAN GENERAL NOTES AND LEGEND.
CEILING HEIGHTS ARE 9'-0" A.F.F. UNLESS
NOTED OTHERISE.
DRAFT CURTAIN MUST BE PROVIDED/INSTALLED
BY WALKABLE CEILING SUPPLIER. ALL DRAFT
CURTAIN PENETRATIONS AND GAPS MUST BE
SEALED WITH FIRE-RATED SEALANT.
A
B
D
E
F
G
2 3 4 51
A12
A-312
A1
A-631
C
A1
A-314
30' - 9" 29' - 4" 29' - 4" 29' - 4"
OTS
EXHAUST PLENUM
103A
OTS
HANGAR BAY 1
OTS
VEST
LIGHT FIXTURES
RE: ELECTRICAL
OTS
SUPPLY PLENUM
AREA E
AREA A
AREA A AREA B
AREA E
AREA B
14' - 11"
108' - 0"
A1
A-312
PLAN
NORTH
US Army Corps of Engineers ®
SHEET ID
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
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N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y M
O
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
A M
A S
H E
K E
L
A F
D R
A W
IN
G
C O
D E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F X
B M
F
Y
B -2
L
O W
O B
S E
R V
A B
L E
-B
A Y
R E
S T
O R
A T
IO
N
F A
C
IL
IT
Y
A P
R
IL
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
A B C D
E F
KEY PLAN
NOT TO SCALE
W F
-2 -R
-0
A-141
G R
O U
N D
F L O
O R
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N
A R
E A
A
T .K
IM
J .C
O B
L E
R
P .W
A L T
E R
S
0 4' 8' 16'
SCALE: 1/8" = 1'-0"
A1
GROUND FLOOR REFLECTED CEILING PLAN - AREA A
A
M -0
D
E S
IG
N
I S
S U
E D
F O
R P
R
IC
IN
G
A P
R
A
M E
N D
M E
N T
J U
N
B
D
E
F
G
6 7 8 9 10 10.29.2
A6
A-311
A10
A-313
A7
A-314
HANGAR BAY 1
OTS
SUPPLY PLENUM
LO PART STORAGE
JAN
(M) DIRTY
(W) DIRTY
(W) CLEAN
(M) CLEAN
INITIAL
ACCUMULATION
POINT
CORRIDOR
AIR SHOWER
(M) CLEAN
SHOWER
(M) DIRTY SHOWER
(W) DIRTY SHOWER
(W) CLEAN
SHOWER
OTS
STAIR 01
OTS
PAINT BOOTH
29' - 4" 29' - 4" 29' - 4" 4' - 4" 26' - 5" 22' - 8"
OTS
VEST
OTS
EXHAUST PLENUM
103B
OTS
VEST
C
109' - 8"
109' - 0" 109' - 0"
109' - 0"
109' - 0"
109' - 0"
109' - 0"
109' - 0"
109' - 0"
CORRIDOR
154A
A5
A-312
109' - 0"
109' - 8"
OTS
FOAM ROOM
AREA A AREA B AREA B AREA C
AREA E
AREA B
AREA F
AREA B
A15
A-314
110' - 0"
3' - 8"14' - 11"
EXTEND METAL STUD GYP BD ABOVE
AIR SHOWER UNIT TO CEILING, TYP
A10
A-631
LIGHT FIXTURES
RE: ELECTRICAL
LIGHT FIXTURES
RE: ELECTRICAL
110' - 0"
CONTRACTOR TO RAISE THE CEILING
HEIGHT AS REQUIRED PER SELECTED
AIR SHOWER REQUIREMENTS
EQ EQ
E Q
E Q
EQ 5' - 0" EQ
T Y
P
E Q
T Y
P
E Q
T Y
P
109' - 0"
A1
A-405
SECURE VEST
136A
K1
A-561
TYP
10' - 0" TYP.
11' - 0"
GENERAL SHEET NOTES:
1.
2.
3.
REFER TO SHEET A-140 FOR REFLECTED
CEILING PLAN GENERAL NOTES AND LEGEND.
CEILING HEIGHTS ARE 9'-0" A.F.F. UNLESS
NOTED OTHERISE.
DRAFT CURTAIN MUST BE PROVIDED/INSTALLED
BY WALKABLE CEILING SUPPLIER. ALL DRAFT
CURTAIN PENETRATIONS AND GAPS MUST BE
SEALED WITH FIRE-RATED SEALANT.
PLAN
NORTH
US Army Corps of Engineers ®
SHEET ID
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y M
O
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
A M
A S
H E
K E
L
A F
D R
A W
IN
G
C O
D E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F X
B M
F
Y
B -2
L
O W
O B
S E
R V
A B
L E
-B
A Y
R E
S T
O R
A T
IO
N
F A
C
IL
IT
Y
A P
R
IL
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
A B C D
E F
KEY PLAN
NOT TO SCALE
W F
-2 -R
-0
A-142
G R
O U
N D
F L O
O R
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N
A R
E A
B
T .K
IM
J .C
O B
L E
R
P .W
A L T
E R
S
SCALE: 1/8" = 1'-0"
A1
GROUND FLOOR REFLECTED CEILING PLAN - AREA B
0 4' 8' 16'
A
M -0
D
E S
IG
N
I S
S U
E D
F O
R P
R
IC
IN
G
A P
R
A
M E
N D
M E
N T
J U
N
D
E
F
G
151413121110.2 15.2
A11
A-311
A4
A-313
OTS
PAINT BOOTH
CORRIDOR
COMPOSITE
SANDING ROOM
OTS
STAIR 02
FIELD TRAINING
DETACHMENT
SILICONE
SANDING
ROOM
AIR SHOWER
OTS
SUPPLY PLENUM
HANGAR BAY 2
CORRIDOR
154B
CORRIDOR
OTS
VEST
OTS
EXHAUST PLENUM
130A
22' - 8" 30' - 9" 29' - 4" 29' - 4" 29' - 4" 13' - 4"
C
109' - 8"
109' - 8"
EXTEND METAL STUD GYP BD
ABOVE AIR SHOWER UNIT TO
CEILING, TYP
OTS
FOAM ROOM
109' - 0"
AREA B AREA C
AREA F
AREA B
AREA C AREA D
AREA F
AREA D
1' - 7"
3' - 8"
110' - 0" 110' - 0"
LIGHT FIXTURES
RE: ELECTRICAL
LIGHT FIXTURES
RE: ELECTRICAL
109' - 6"
T Y
P
E Q
T Y
P
E Q
TYP.
10' - 0"
TYP.
EQ
TYP.
EQ
T Y
P
EQ EQ
K1
A-561
TYP
SECURE VEST
151A
1' - 0"
MECHANICAL ACCESS PANEL
RE: MECHANICAL
K1
A-561
TYP
GENERAL SHEET NOTES:
1.
2.
3.
REFER TO SHEET A-140 FOR REFLECTED
CEILING PLAN GENERAL NOTES AND LEGEND.
CEILING HEIGHTS ARE 9'-0" A.F.F. UNLESS
NOTED OTHERISE.
DRAFT CURTAIN MUST BE PROVIDED/INSTALLED
BY WALKABLE CEILING SUPPLIER. ALL DRAFT
CURTAIN PENETRATIONS AND GAPS MUST BE
SEALED WITH FIRE-RATED SEALANT.
PLAN
NORTH
US Army Corps of Engineers ®
SHEET ID
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y M
O
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
A M
A S
H E
K E
L
A F
D R
A W
IN
G
C O
D E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F X
B M
F
Y
B -2
L
O W
O B
S E
R V
A B
L E
-B
A Y
R E
S T
O R
A T
IO
N
F A
C
IL
IT
Y
A P
R
IL
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
A B C D
E F
KEY PLAN
NOT TO SCALE
W F
-2 -R
-0
A-143
G R
O U
N D
F L O
O R
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N
A R
E A
C
T .K
IM
J .C
O B
L E
R
P .W
A L T
E R
S
SCALE: 1/8" = 1'-0"
A1
GROUND FLOOR REFLECTED CEILING PLAN - AREA C
0 4' 8' 16'
A
M -0
D
E S
IG
N
I S
S U
E D
F O
R P
R
IC
IN
G
A P
R
A
M E
N D
M E
N T
J U
N
2.
3.
REFER TO SHEET A-140 FOR REFLECTED
CEILING PLAN GENERAL NOTES AND LEGEND.
CEILING HEIGHTS ARE 9'-0" A.F.F. UNLESS
NOTED OTHERISE.
DRAFT CURTAIN MUST BE PROVIDED/INSTALLED
BY WALKABLE CEILING SUPPLIER. ALL DRAFT
CURTAIN PENETRATIONS AND GAPS MUST BE
SEALED WITH FIRE-RATED SEALANT.
A
B
D
E
F
G
19181716 2015.2
A9
A-310
A1
A-310HANGAR BAY 2
OTS
EXHAUST PLENUM
130B
OTS
SUPPLY PLENUM
133 1
16' - 6" 29' - 4" 29' - 4" 29' - 4" 30' - 9"
OTS
VEST
OTS
EXHAUST PLENUM
130A
AREA C AREA D
AREA F
AREA D5
1' - 7"
A12
A-312
SIM
108' - 0"
LIGHT FIXTURES
RE: ELECTRICAL
LIGHT FIXTURES
RE: ELECTRICAL
PLAN
NORTH
US Army Corps of Engineers ®
SHEET ID
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y M
O
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
A M
A S
H E
K E
L
A F
D R
A W
IN
G
C O
D E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F X
B M
F
Y
B -2
L
O W
O B
S E
R V
A B
L E
-B
A Y
R E
S T
O R
A T
IO
N
F A
C
IL
IT
Y
A P
R
IL
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
A B C D
E F
KEY PLAN
NOT TO SCALE
W F
-2 -R
-0
A-144
G R
O U
N D
F L O
O R
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N
A R
E A
D
T .K
IM
J .C
O B
L E
R
P .W
A L T
E R
S
SCALE: 1/8" = 1'-0"
A1
GROUND FLOOR REFLECTED CEILING PLAN - AREA D
0 4' 8' 16'
A
M -0
D
E S
IG
N
I S
S U
E D
F O
R P
R
IC
IN
G
A P
R
A
M E
N D
M E
N T
J U
N
3 4 5 6 7 8
J
H
A7
A-316
A1
A-311
A12
A-312
OTS
EXHAUST PLENUM
103A
OTS
BOILER ROOM
OTS
AIR COMPRESSOR
BREAK ROOM
OTS
ELEC
SECURE OFFICE
OFFICE
CORRIDOR
SECURE VEST
112A
29' - 4" 29' - 4" 29' - 10" 29' - 4" 29' - 4"
109' - 0"
109' - 0"
109' - 6"
A5
A-312
FOAM ROOM
OTS
EXHAUST PLENUM
103B
VEST
A14
A-313
AREA FAREA E
AREA E
AREA A
A1
A-315
109' - 0"
109' - 0"
2' - 6" 2' - 6"
110' - 0"
109' - 6"
110' - 6"
111' - 0"
A10
A-401
OTS
AHU
21' - 8"
110' - 0"
O .T
.S
O .T
.S
O .T
.S
O .T
.S
O .T.S.
2' - 0"
LOCKER ROOM
110' - 0"
112' - 0"
8" 10' - 4"
14' - 0" 20' - 8"
CMU LINTEL AT 8'-0"
A.F.F. - PAINTED
108' - 0"
108' - 0"
1 HR RATED GYP. BD.
SOFFIT ABOVE
1 HR RATED GYP. BD.
SOFFIT ABOVE
E Q
E Q
X
E Q
X
E Q
X
E Q
X
E Q
EQ 8' - 0" EQ
GENERAL SHEET NOTES:
1.
2.
3.
REFER TO SHEET A-140 FOR REFLECTED
CEILING PLAN GENERAL NOTES AND LEGEND.
CEILING HEIGHTS ARE 9'-0" A.F.F. UNLESS
NOTED OTHERISE.
DRAFT CURTAIN MUST BE PROVIDED/INSTALLED
BY WALKABLE CEILING SUPPLIER. ALL DRAFT
CURTAIN PENETRATIONS AND GAPS MUST BE
SEALED WITH FIRE-RATED SEALANT.
PLAN
NORTH
US Army Corps of Engineers ®
SHEET ID
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y M
O
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
A M
A S
H E
K E
L
A F
D R
A W
IN
G
C O
D E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F X
B M
F
Y
B -2
L
O W
O B
S E
R V
A B
L E
-B
A Y
R E
S T
O R
A T
IO
N
F A
C
IL
IT
Y
A P
R
IL
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
A B C D
E F
KEY PLAN
NOT TO SCALE
W F
-2 -R
-0
A-145
G R
O U
N D
F L O
O R
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N
A R
E A
E
T .K
IM
J .C
O B
L E
R
P .W
A L T
E R
S
SCALE: 1/8" = 1'-0"
A1
GROUND FLOOR REFLECTED CEILING PLAN - AREA E
0 4' 8' 16'
ROOF ACCESS
A
M -0
D
E S
IG
N
I S
S U
E D
F O
R P
R
IC
IN
G
A P
R
A
M E
N D
M E
N T
J U
N
9 10 151413121110.2 15.2
J
H
9.2
A12
A-310
A11
A-311
A6
A-311
A11
A-403
OTS
DEMIL
OTS
HAZMAT/ LO
STORAGE
OTS
FIRE PUMP
JAN
OTS
FABRICATION
OTS
TOOL / SUPPORT
EQUIP
TRAINING
ROOM
OFFICE
OFFICE
OTS
COMM
122MOTHERS ROOM
CORRIDOR
VEST
109' - 0"
109' - 0" 109' - 0"
4' - 4" 26' - 5" 22' - 8" 22' - 8" 30' - 9" 29' - 4" 29' - 4" 29' - 4" 13' - 4"
109' - 0"
OTS
EXHAUST PLENUM
130A
FOAM ROOM
VEST
A6
A-404
109' - 6"
108' - 0"
AREA F
AREA D
AREA FAREA E
VEST
OTS
STORAGE
A10
A-315
VEST
109' - 0"
7' - 9"
1 HR RATED GYP. BD.
SOFFIT ABOVE
A7
A-419
A13
A-419
110' - 0" 110' - 0"
1' - 2" 12' - 8"
" 18' - 7" 4' - 3"
8" 14' - 0"
2' - 0"
MECHANICAL
PLATFORM
E Q
E Q
X
E Q
X
E Q
X
E Q
E Q
E Q
X
E Q
EQ EQE
Q
E Q
EQ EQ
1' - 3"
EQ EQ
E Q
E Q
LOCATE @ CENTER OF
METAL PANEL, REVISE
DIMENSION AS REQUIRED
GENERAL SHEET NOTES:
1.
2.
3.
REFER TO SHEET A-140 FOR REFLECTED
CEILING PLAN GENERAL NOTES AND LEGEND.
CEILING HEIGHTS ARE 9'-0" A.F.F. UNLESS
NOTED OTHERISE.
DRAFT CURTAIN MUST BE PROVIDED/INSTALLED
BY WALKABLE CEILING SUPPLIER. ALL DRAFT
CURTAIN PENETRATIONS AND GAPS MUST BE
SEALED WITH FIRE-RATED SEALANT.
PLAN
NORTH
US Army Corps of Engineers ®
SHEET ID
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
N
S A
S C
IT
Y
D
IS
T R
IC
T
E
T
H S
T R
E E
T K
A N
S A
S C
IT
Y
M
O
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
A M
A S
H E
K E
L
A F
D R
A W
IN
G
C O
D E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F X
B M
F
Y
B -2
L
O W
O B
S E
R V
A B
L E
-B
A Y
R E
S T
O R
A T
IO
N
F A
C
IL
IT
Y
A P
R
IL
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
A B C D
E F
KEY PLAN
NOT TO SCALE
W F
-2 -R
-0
A-146
G R
O U
N D
F L O
O R
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N
A R
E A
F
T .K
IM
J .C
O B
L E
R
P .W
A L T
E R
S
SCALE: 1/8" = 1'-0"
C1
GROUND FLOOR REFLECTED CEILING PLAN - AREA F
0 4' 8' 16'
A
M -0
D
E S
IG
N
I S
S U
E D
F O
R P
R
IC
IN
G
A P
R
A
M E
N D
M E
N T
J U
N
D
E
F
G
2 3 4 51
A1
A-631
C
A1
A-314
A11
A-562
OTS
EXHAUST PLENUM
103A
HANGAR BAY 1
OTS
SUPPLY PLENUM
30' - 9" 29' - 4" 29' - 4" 29' - 4"
131' - 2"
127' - 0"
130' - 4"
AREA E
AREA A
AREA A AREA B
AREA E
AREA B
BOTTOM OF FALL
ARREST, TYP.
DRAFT
CURTAIN
FALL ARREST
RAILING, TYP.
10' - 11"
DRAFT
CURTAIN
DRAFT
CURTAIN
14' - 11"
K1
A-562
K1
A-562
1 HR RATED SOFFIT ABOVE
137' - 2"
132' - 6"
127' - 0"
127' - 0"
TYP.
133' - 10"
K6
A-562
H10
A-531
K6
A-562
TYP.
TYP.
127' - 0"
127' - 0"
18" WIDE EXPANDED
METAL PLANKS
A6
A-561
TYP.
A1
A-562
A1
A-312
A1
A-511
G11
A-562
G11
A-562
OVERHEAD
HOSE REEL, TYP.
TYP.
E15
A-561
TYP.
EXTEND DRAFT CURTAIN TO
EXHAUST PLENUM, TYP.
GENERAL SHEET NOTES:
1.
2.
3.
REFER TO SHEET A-140 FOR REFLECTED
CEILING PLAN GENERAL NOTES AND LEGEND.
CEILING HEIGHTS ARE 9'-0" A.F.F. UNLESS
NOTED OTHERISE.
DRAFT CURTAIN MUST BE PROVIDED/INSTALLED
BY WALKABLE CEILING SUPPLIER. ALL DRAFT
CURTAIN PENETRATIONS AND GAPS MUST BE
SEALED WITH FIRE-RATED SEALANT.
PLAN
NORTH
US Army Corps of Engineers ®
SHEET ID
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y M
O
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
A M
A S
H E
K E
L
A F
D R
A W
IN
G
C O
D E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F X
B M
F
Y
B -2
L
O W
O B
S E
R V
A B
L E
-B
A Y
R E
S T
O R
A T
IO
N
F A
C
IL
IT
Y
A P
R
IL
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
A B C D
E F
KEY PLAN
NOT TO SCALE
W F
-2 -R
-0
A-151
S E
C O
N D
F L O
O R
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N
A R
E A
A
T .K
IM
J .C
O B
L E
R
P .W
A L T
E R
S
SCALE: 1/8" = 1'-0"
A1
SECOND FLOOR REFLECTED CEILING PLAN - AREA A
0 4' 8' 16'
A
M -0
D
E S
IG
N
I S
S U
E D
F O
R P
R
IC
IN
G
A P
R
A
M E
N D
M E
N T
J U
N
D
E
F
G
6 7 8 9 10 10.29.2
A6
A-311
A10
A-313
A7
A-314
A11
A-411
C
A5
A-312
A1
A-411
A15
A-314
A11
A-562
A10
A-631
29' - 4" 29' - 4" 29' - 4" 4' - 4" 26' - 5" 22' - 8"
127' - 0"
130' - 4"
AREA A AREA B
DRAFT
CURTAIN
FALL ARREST
RAILING, TYP.
K1
A-562
127' - 0"
127' - 0"
AREA B AREA C
AREA E
AREA B
AREA F
AREA B
3' - 8"14' - 11"
10' - 11"
1 HR RATED SOFFIT ABOVE
K1
A-562
TYP.
K6
A-562
K6
A-562
TYP.
TYP.
127' - 0"
HANGAR BAY 1
131' - 2"
DRAFT
CURTAIN
OTS
STAIR 01
SUPPLY PLENUM
OTS
MECHANICAL
OTS
EXHAUST PLENUM
103B 132' - 6"
128' - 0"
133' - 10"
127' - 0"
TYP.
131' - 7"
18" WIDE EXPANDED METAL
PLANKS
A1
A-561
TYP.
H10
A-531
G11
A-562
G11
A-562
OVERHEAD
HOSE REEL, TYP.
A1
A-562
TYP.
E15
A-561
TYP.
EXTEND DRAFT
CURTAIN TO
EXHAUST
PLENUM, TYP.
GENERAL SHEET NOTES:
1.
2.
3.
REFER TO SHEET A-140 FOR REFLECTED
CEILING PLAN GENERAL NOTES AND LEGEND.
CEILING HEIGHTS ARE 9'-0" A.F.F. UNLESS
NOTED OTHERISE.
DRAFT CURTAIN MUST BE PROVIDED/INSTALLED
BY WALKABLE CEILING SUPPLIER. ALL DRAFT
CURTAIN PENETRATIONS AND GAPS MUST BE
SEALED WITH FIRE-RATED SEALANT.
PLAN
NORTH
US Army Corps of Engineers ®
SHEET ID
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y M
O
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
A M
A S
H E
K E
L
A F
D R
A W
IN
G
C O
D E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F X
B M
F
Y
B -2
L
O W
O B
S E
R V
A B
L E
-B
A Y
R E
S T
O R
A T
IO
N
F A
C
IL
IT
Y
A P
R
IL
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
A B C D
E F
KEY PLAN
NOT TO SCALE
W F
-2 -R
-0
A-152
S E
C O
N D
F L O
O R
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N
A R
E A
B
T .K
IM
J .C
O B
L E
R
P .W
A L T
E R
S
SCALE: 1/8" = 1'-0"
A1
SECOND FLOOR REFLECTED CEILING PLAN - AREA B
0 4' 8' 16'
A
M -0
D
E S
IG
N
I S
S U
E D
F O
R P
R
IC
IN
G
A P
R
A
M E
N D
M E
N T
J U
N
D
E
F
G
151413121110.2 15.2
A11
A-311
A1
A-313
A4
A-313
OTS
MECHANICAL
OTS
STAIR 02
22' - 8" 30' - 9" 29' - 4" 29' - 4" 29' - 4" 13' - 4"
C
128' - 0"
OTS
SUPPLY PLENUM
131' - 7"
HANGAR BAY 2
FALL ARREST
RAILING, TYP.
1 HR RATED SOFFIT ABOVE
K1
A-562
TYP.
K6
A-562
K6
A-562
TYP.
TYP.
DRAFT
CURTAIN
18" WIDE EXPANDED
METAL PLANKS
A11
A-562
127' - 0"
127' - 0"
127' - 0"
BOTTOM OF FALL
ARREST, TYP.
131' - 2"
AREA F
AREA B
AREA C AREA D
AREA F
AREA D
AREA B AREA C
133' - 10"
TYP.
OTS
EXHAUST PLENUM
130A
H10
A-531
A1
A-561
TYP.
127' - 0"
130' - 4"
G11
A-562
G11
A-562
OVERHEAD
HOSE REEL, TYP.
A1
A-562
TYP.
E15
A-561
TYP.
EXTEND DRAFT CURTAIN TO
EXHAUST PLENUM, TYP.
GENERAL SHEET NOTES:
1.
2.
3.
REFER TO SHEET A-140 FOR REFLECTED
CEILING PLAN GENERAL NOTES AND LEGEND.
CEILING HEIGHTS ARE 9'-0" A.F.F. UNLESS
NOTED OTHERISE.
DRAFT CURTAIN MUST BE PROVIDED/INSTALLED
BY WALKABLE CEILING SUPPLIER. ALL DRAFT
CURTAIN PENETRATIONS AND GAPS MUST BE
SEALED WITH FIRE-RATED SEALANT.
PLAN
NORTH
US Army Corps of Engineers ®
SHEET ID
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y M
O
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
A M
A S
H E
K E
L
A F
D R
A W
IN
G
C O
D E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F X
B M
F
Y
B -2
L
O W
O B
S E
R V
A B
L E
-B
A Y
R E
S T
O R
A T
IO
N
F A
C
IL
IT
Y
A P
R
IL
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
A B C D
E F
KEY PLAN
NOT TO SCALE
W F
-2 -R
-0
A-153
S E
C O
N D
F L O
O R
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N
A R
E A
C
T .K
IM
J .C
O B
L E
R
P .W
A L T
E R
S
SCALE: 1/8" = 1'-0"
A1
SECOND FLOOR REFLECTED CEILING PLAN - AREA C
0 4' 8' 16'
A
M -0
D
E S
IG
N
I S
S U
E D
F O
R P
R
IC
IN
G
A P
R
A
M E
N D
M E
N T
J U
N
2.
3.
REFER TO SHEET A-140 FOR REFLECTED
CEILING PLAN GENERAL NOTES AND LEGEND.
CEILING HEIGHTS ARE 9'-0" A.F.F. UNLESS
NOTED OTHERISE.
DRAFT CURTAIN MUST BE PROVIDED/INSTALLED
BY WALKABLE CEILING SUPPLIER. ALL DRAFT
CURTAIN PENETRATIONS AND GAPS MUST BE
SEALED WITH FIRE-RATED SEALANT.
A
B
D
E
F
G
19181716 2015.2
A9
A-310
A1
A-310
C
OTS
SUPPLY PLENUM
HANGAR BAY 2
FALL ARREST
RAILING, TYP.
1 HR RATED SOFFIT ABOVE
K1
A-562
TYP.
K6
A-562
K6
A-562
TYP.
TYP.
DRAFT
CURTAIN
18" WIDE EXPANDED METAL PLANKS
A11
A-562
127' - 0"
127' - 0"
BOTTOM OF FALL
ARREST, TYP.
131' - 2"
AREA C AREA D
AREA F
AREA D
133' - 10"
TYP.
OTS
EXHAUST PLENUM
130A
H10
A-531
127' - 0"
OTS
EXHAUST PLENUM
130B
16' - 6" 29' - 4" 29' - 4" 29' - 4" 30' - 9"
A6
A-561
1' - 7"
127' - 0"
130' - 4"
G11
A-562
G11
A-562
OVERHEAD
HOSE REEL, TYP.
A1
A-562
TYP.
E15
A-561
TYP.
EXTEND DRAFT CURTAIN TO
EXHAUST PLENUM, TYP.
PLAN
NORTH
US Army Corps of Engineers ®
SHEET ID
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y M
O
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
A M
A S
H E
K E
L
A F
D R
A W
IN
G
C O
D E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F X
B M
F
Y
B -2
L
O W
O B
S E
R V
A B
L E
-B
A Y
R E
S T
O R
A T
IO
N
F A
C
IL
IT
Y
A P
R
IL
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
A B C D
E F
KEY PLAN
NOT TO SCALE
W F
-2 -R
-0
A-154
S E
C O
N D
F L O
O R
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N
A R
E A
D
T .K
IM
J .C
O B
L E
R
P .W
A L T
E R
S
SCALE: 1/8" = 1'-0"
A1
SECOND FLOOR REFLECTED CEILING PLAN - AREA D
0 4' 8' 16'
A
M -0
D
E S
IG
N
I S
S U
E D
F O
R P
R
IC
IN
G
A P
R
A
M E
N D
M E
N T
J U
N
7 8
J
H
M5CA
S2AB
S1ABS1AB
M5CA
S2AB
M5CA
7'
10" 5' - 10" 29' - 4" 7' - 9"
13' - 8" 3' - 1" 7' - 9"
7'
S2AB S2AB
2' - 6"
2' - 6"2' - 6"
2' - 6"
A15
A-522
G10
A-402
A1
A-402
A11
A-402
G1
A-402
M5CAM5CA
M5CAM5CA
A15
A-522
OPP
4" 4"
5' - 4 3/4"
M5CA
REFER TO FURNITURE PLANS
FOR MORE DETAILS
VENDING (GFGI)
43' - 9"
TA-06 TA-05
E1 E1 E8
E2
A3
A3
FINISHED END CASEWORK, TYP
E4 A10 S1AB
M1CA
7 8
J
H
110' - 6"
111' - 0"
109' - 0"
110' - 0"
109' - 6"
5'
5'
TYP.2'
- 0
0"
0"
14' - 0"
10' - 0"
2' - 0"
0"
E6
A-561
E11
A-561
TYP.
TYP.
E1
A-561
TYP.
2' - 6"
TYP.
2' - 0"
10' - 0"
13' - 0"
0"
2'
- 0
0"
2' - 6"
PATTERN TO BE CENTERED TO ROOM
O.T.S.
O.T.S.
O.T.S.
O.T.S.
O.T.S.
CL
ACOUSTICAL CEILING
TILE (ACT-2)
ACOUSTICAL CEILING
TRIM (ACT-3)
4' - 4 1/2"4'
- 4
/2
0"
0" 14' - 0"
13' - 0"
0" 14' - 0"
13' - 0"
TYP.
90.00°
TYP.
2' x 2' PERFORATED METAL
CEILING TILE
GYPSUM BOARD - PAINT
STRUCTURAL STEEL BEAM
EXPOSED CEILING
2' x 2' LED - RECESSED
2" STRIP LIGHT
LEGEND:
RECESSED LIGHT
10' - 0" CEILING HEIGHT ABOVE
FINISH FLOOR
HVAC AIR SUPPLY DIFFUSER
HVAC EXHAUST OR RETURN
DIFFUSER
MECHANICAL DUCTS EXIT SIGN
GENERAL SHEET NOTES:
1.
2.
3.
REFER TO SHEET A-701 FOR ROOM FINISH SCHEDULE
AND FINISH LEGEND.
REFER TO FURNITURE PLANS, I-100 THRU I-103 FOR
FURNITURE AND EQUIPMENT SHOWN DASHED AND HALF-
TONED.
REFER TO SHEET A-422 FOR TOILET ACCESSORY
LEGEND.
PLAN
NORTH
US Army Corps of Engineers ®
SHEET ID
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
N
S A
S C
IT
Y
D
IS
T R
IC
T
E
T
H S
T R
E E
T K
A N
S A
S C
IT
Y
M
O
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
A M
A S
H E
K E
L
A F
D R
A W
IN
G
C O
D E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F X
B M
F
Y
B -2
L
O W
O B
S E
R V
A B
L E
-B
A Y
R E
S T
O R
A T
IO
N
F A
C
IL
IT
Y
A P
R
IL
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
W F
-2 -R
-0
A-401
E N
L A
R G
E D
F L O
O R
P L A
N S
A N
D E
L E
V A
T
IO
N S
T .K
IM
J .C
O B
L E
R
P .W
A L T
E R
S
SCALE: 1/4" = 1'-0"A1
ENLARGED PLAN - BREAKROOM 115
0 2' 4' 8' SCALE: 1/4" = 1'-0"A10
BREAKROOM REFLECTED CEILING PLAN
0 2' 4' 8'
A
M -0
D
E S
IG
N
I S
S U
E D
F O
R P
R
IC
IN
G
A P
R
A
M E
N D
M E
N T
J U
N
F
P
E
F
G
10 10.29.2
EQ EQEQ EQ
E Q
E Q
EQ EQ
E Q
E Q
EQ EQ
E Q
E Q
E Q
E Q
E Q
E Q
E Q
E Q
E Q
E Q
E Q
E Q
E Q
E Q
T Y
P
E Q
T Y
P
E Q
TYP.
EQ
TYP.
EQ
E Q
E Q
EQ EQ
E Q
E Q
EQ EQ
EQ EQ
E Q
E Q
X
E Q
E Q
E Q
3' - 6" +/- 3' - 0" +/-
2' - 0" 8' - 0"
10' - 0"
8' - 4" +/-
E Q
E Q
E Q
E Q E Q
E Q
E Q
E Q
E Q
E Q7
/- 3' - 0"E Q
E Q
3' - 0"
T Y
P
E Q
T Y
P
E Q
TYP.
EQ
TYP.
EQ
EQ EQ X2 EQ
EQ EQ X2 EQ
EQ
EQ EQ
EQ EQ
E Q
E Q
EQ EQ
4' - 6" +/-
5' - 0"
5' - 0"
5' - 5"
(M) CLEAN
(M) CLEAN
SHOWER
(M) DIRTY SHOWER
INITIAL
ACCUMULATION
POINT
(M) DIRTY
(W) DIRTY
(W) DIRTY SHOWER
(W) CLEAN
SHOWER
(W) CLEAN
JAN
E Q
EQ EQ
5' - 0"
MECHANICAL ACCESS HATCH
RE: MECHANICAL
EQ EQ
E Q
E Q
EQ EQ
E Q
E Q
E Q
E Q
GYPSUM BOARD - PAINT
EXPOSED CEILING
LEGEND:
CEILING HEIGHT ABOVE
FINISH FLOOR
HVAC AIR SUPPLY DIFFUSER
HVAC EXHAUST OR RETURN
DIFFUSER
MECHANICAL DUCTS
RECESSED CIRCULAR DOWNLIGHT
10' - 0"
STRUCTURAL STEEL BEAM
1' x 4' LED FIXTURE - SUSPENDED
2' x 2' LED EMERGENCY FIXTURE - RECESSED
2' x 2' LED - RECESSED
ACCESS PANEL
GENERAL SHEET NOTES:
1.
2.
3.
REFER TO SHEET A-140 FOR REFLECTED
CEILING PLAN GENERAL NOTES AND LEGEND.
CEILING HEIGHTS ARE 9'-0" A.F.F. UNLESS
NOTED OTHERISE.
DRAFT CURTAIN MUST BE PROVIDED/INSTALLED
BY WALKABLE CEILING SUPPLIER. ALL DRAFT
CURTAIN PENETRATIONS AND GAPS MUST BE
SEALED WITH FIRE-RATED SEALANT.
PLAN
NORTH
US Army Corps of Engineers ®
SHEET ID
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y M
O
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
A M
A S
H E
K E
L
A F
D R
A W
IN
G
C O
D E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F X
B M
F
Y
B -2
L
O W
O B
S E
R V
A B
L E
-B
A Y
R E
S T
O R
A T
IO
N
F A
C
IL
IT
Y
A P
R
IL
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
A B C D
E F
KEY PLAN
NOT TO SCALE
W F
-2 -R
-0
A-405
E N
L A
R G
E D
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N S
T .K
IM
J .C
O B
L E
R
P .W
A L T
E R
S
SCALE: 1/4" = 1'-0"
A1
TOILETS & SHOWERS REFLECTED CEILING PLAN
0 2' 4' 8'
A
M -0
D
E S
IG
N
I S
S U
E D
F O
R P
R
IC
IN
G
A P
R
A
M E
N D
M E
N T
J U
N
E
F
G
10 10.29.2
JAN
147A139A
145A
142B
(M) DIRTY
(W) DIRTY
(W) CLEAN
(M) CLEAN
INITIAL
ACCUMULATION
POINT
147B
144B
140A
(M) CLEAN
SHOWER
(M) DIRTY SHOWER
(W) DIRTY SHOWER
(W) CLEAN
SHOWER
138A
TYP.
TYP.
TYP.
TYP.
/4
/4
2' - 4 3/8" 9' - 4 5/8" 6' - 4" 5' - 9 3/8" 4' - 11" 7' - 0 5/8" 15' - 7 3/8" 2' - 9 3/4"
/4
/4
3' - 0" 9' - 0" 1' - 0" 5' - 8 5/8" 4' - 10 5/8" 3' - 10 3/4" 1' - 11" 7' - 3 1/8" 11' - 2 5/8" 4' - 2 1/4" 2' - 9 3/4"
55' - 6 3/8"
CLEAR
5' - 6"
10' - 8" 3' - 4" 5' - 6"
2' - 4"
2' - 4"
11' - 11"
11' - 0" 7' - 1"
CLEAR
3' - 0"
4' - 1" 3' - 0" 3' - 1"
5' - 9 3/8"
5' - 4 3/8"
18' - 1"
C L E
A R
5' - 6"
3' - 7" EQ. EQ. EQ.
7' - 4 3/8"
5' - 6"
/2
CLEAR
5' - 6"
CLEAR
3' - 0"
1' - 9" 3' - 1" 3' - 1" 3' - 1" 3' - 0"
TYP
EQ
TYP
EQ
E Q
E Q
EQ. EQ. 3' - 7" EQ.
3' - 7" EQ. EQ.
EQ. 3' - 7" EQ. EQ.
E Q
E
Q
E Q
E Q
S2AB
S1AB
S1AB
S1AB
S2BA
S2BA
S2BAS2BA
S1AB
S1AB
S2AB
S1AB
S2AA
S2BA
S2ABS2ABS2AB
TYP.
S2AB
S2AB
S2AB
TYP.
S2AB TYP.
S2AB
S2BA S2BA
S2CA
S2AB
S2AB
S2BA
S2AA
S2AB
S2BA
S2BA
S2BA S2BA
S2BA S2BA
S2BA
S2BA
S2AB
S1AB
S1AB
S1ABS1AB
S1AB
S2BA
S1AAS1AA
S1AB
S2AB
S2AB
S2BA
S2AA
S2BA
S2BA
S1AB
EQ.
1' - 9 11/16" 11 11/16"
18' - 5 1/8"11' - 9"
E Q
E Q
C L E
A R
S1AB
M1CA
S1AB
M1CAS1AB
S1AB
S2AA
M1CA
M1CB
S1AB
S2AB
CONTINUOUS
TRENCH DRAIN
CONTINUOUS
TRENCH DRAIN
141A 143A 144A
142A
1' - 0"
1' - 7" 2' - 7" 2' - 7" 2' - 7"
1' - 6" EQ. EQ. EQ. EQ. EQ. 1' - 6"
2' - 7" 2' - 7" 2' - 7"
1' - 3 1/2"
2' - 2"
/8
/4
ALIGN
2' - 1 1/16"
M13
A-581
H13
A-581
S2AB
E Q
E Q
T Y
P
E Q
CONTINUOUS
TRENCH DRAIN
CONTINUOUS
TRENCH DRAIN
S1AB
GENERAL SHEET NOTES:
1. REFER TO TOILET ROOM ELEVATIONS FOR TOILET ACCESSORY
TAGS NOT SHOWN IN TOILET PLANS.
2. FINISH FACE OF GYPSUM BOARD WALL TO ALIGN WITH EDGE OF
CONCRETE SLAB.
3. REFERENCE MECHANICAL DRAWINGS FOR FLOOR DRAIN
LOCATIONS.
4. REFER TO SHEET A-701 FOR ROOM FINISH SCHEDULE AND FINISH
LEGEND.
5. REFER TO SHEET A-581 FOR FINISH TRANSITION DETAILS.
6. REFER TO SHEET A-422 FOR TOILET ACCESSORY LEGEND.
7. REFER TO SHEET A-712 FOR EXTENT OF WALL FINISHES IN TOILET
ROOMS AND SHOWERS.
PLAN
NORTH
US Army Corps of Engineers ®
SHEET ID
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
N S
A S
C
IT
Y D
IS
T
R
IC
T
E
T
H S
T R
E E
T
K A
N S
A S
C
IT
Y M
O
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
O
A M
A S
H E
K E
L
A F
D R
A W
IN
G
C O
D E
E L L S
W O
R T
H A
IR
F
O R
C E
B A
S E
S
D
P N
F X
B M
F
Y
B -2
L
O W
O B
S E
R V
A B
L E
-B
A Y
R E
S T
O R
A T
IO
N
F A
C
IL
IT
Y
A P
R
IL
A D
V E
R T
IS
E
M E
N T
D
E S
IG
N
W F
-2 -R
-0
A-421
T O
IL
E
T P
L A
N S
A N
D E
L E
V A
T
IO
N S
T .K
IM
J .C
O B
L E
R
P .W
A L T
E R
S
SCALE: 1/4" = 1'-0"
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