Am_0003_Dwgs.PDF
PDF 5 MB Posted
- Attached to
- Aircraft Maintenance Facility Bldg. 649 Federal contract opportunity
- Solicitation number
- W9128F24R0013
About this file
This document appears to be a set of drawings and plans related to a federal contract opportunity for an Aircraft Maintenance Facility at Grand Forks AFB in North Dakota. The drawings include utility plans for power, communications, sewer, and water infrastructure as well as architectural plans for the facility layout, elevations, and life safety features. The associated federal contract opportunity is a solicitation for the construction of this Aircraft Maintenance Facility, with a magnitude of construction costs between $25-100 million. The solicitation will close on December 1, 2023 for Phase 1, and is unrestricted. Key details include the requirement for System for Award Management (SAM) registration, and the process for submitting inquiries through the ProjNet system. The drawings provide details on the facility layout, elevations, and life safety features.
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Text version
Division 1 - General Requirements
HH 62
MH 43A
HH 44-1
MH 43
MH 42A
MH 40
MH 39
COMM
CO
M
M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM
COMM
COMM
HH 67
HH 67A
MH 500MH 501
MH 502
MH 503MH 504
HH OS21H
COMM
NEW COMM. LINE IN NEW PATHWAY
(2-4" SCHEDULE 40 W/ MESH INNERDUCT)
NEW COMM. LINE IN NEW PATHWAY
(2-4" SCHEDULE 40 W/ MESH INNERDUCT)
HH OS21-6E HH OS21-6F
NEW COMM. LINE IN NEW PATHWAY
(2-4" SCHEDULE 40 W/ MESH INNERDUCT)
E
E
E
EXISTING BUILDING 877 TRANSFORMER
OWNED BY NODAK ELECTRIC
NEW POWER FEEDER PROVIDED BY
NODAK ELECTRIC
MH
(UNKNOWN #)
NEW COMM. LINE IN
EXISTING DUCT BANK
NEW COMM. LINE IN
EXISTING DUCT BANK
PR
O D
U C
TI
O
N D
AT
A
1%
PR
O
D U
C
TI
O N
D
AT
A 2%
PR
O D
U C
TI
O
N D
AT
A
3%
PR
O
D U
C
TI
O N
D
AT
A 4%
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/1
1/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
W
F2
4R
G R
AN
D
F O
R
KS
A
FB
, N O
R
TH
D
AK
O
TA
D
IS
AS
TE
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ES
IL
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N
C Y
PR
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AM
BU
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D
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G
FN
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T.
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EN
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D .B
IR
KB
Y
D . B
IR
KB
Y
T.
O
W
EN
S U
TI
LI
TY
P
LA
N
CU100
O
VE
R
VI
EW
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
T
CU102
A1 SCALE: 1" = 600'
UTILITY PLAN OVERVIEW
NORTH
CU103
CU104
CU105
CU101
AM
: G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
D
C
D
S
I I I
TW
I I I S I
S
S
CI
W
TW
ELEC
ELEC
ELECW
C
C
D
CB
ELEC
D CB
U
D
UELECV
D
S U VS
UELECVVVV ELEC
S
W
FUEL STORAGE
S
ELEC
EC
ELEC
C U
S
S
ELEC
C
ELEC
MW
ELEC
CB
CO
COCO
D
AC
CO
AC
CO CO
AC AC
DCO D CO
AC
D
COTPCO
AC
D
AC AC
D
SDSDSDSDSDSD
SD
SDSDSDSDSDSDSDSDSDSD
SDSDSDSDSDSD
SANSANSANSANSAN
SAN SAN SAN SAN SAN
SD
SAN
SAN
E E
E
E E
E
COMM
COMM
W
COMM
G
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
W
W W W
W
G
W
W
W
W W
M
JVT3495
MPS3603_1
MPS5078_1
RIM ELEVATION: 892.828'
8” PVC SW INVERT: 882.598'
S
CP
CP
CP
CP
CP
SD
CP CP
SD
SD
SD
SD
SAN
SD
C P
C P
C P
C P
SD
G
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
W W
W W
W W
WW
G
G G
G G
G G
G
E E E E E E E E E E E E E E E E E E E E
COMM COMM
COMM
COMM COMM COMM COMM COMM COMM
W W W W W W W W W W W W W W W W W W
W
W
G
GGG
G
G
W W
W W W W
W W W W W
W
15” RCP E INVERT: 892.043
18” RCP NW INVERT: 892.108
RIM ELEVATION: 894.491
12” RCP SW INVERT: 891.493
12” RCP SW INVERT: 891.457
12” RCP N INVERT: 891.714
12” RCP NW INVERT: 891.326
RIM ELEVATION: 896.083
12” RCP SE INVERT: 891.930
RIM ELEVATION: 898.499
8” PVC S INVERT: 892.914
15” RCP W INVERT: 891.696
RIM ELEVATION: 900.097
15” RCP E INVERT: 893.542
12” RCP S INVERT: 893.700
12” RCP SW INVERT: 893.739
12” RCP W INVERT: 893.714
12” RCP S INVERT: 891.801
RIM ELEVATION: 900.448
12” RCP W INVERT: 893.948
12” RCP N INVERT: 893.998
RIM ELEVATION: 900.459
12”RCP S INVERT: 894.609
12”RCP W INVERT: 894.659
12” RCP S INVERT: 891.99312” RCP S INVERT: 892.137
16” RCP S INVERT: 893.830
RIM ELEVATION: 894.247
12” PVC N INVERT: 893.318
24” RCP NW INVERT: 891.347
24” RCP NW INVERT: 891.354
18” RCP SE INVERT: 891.469
RIM ELEVATION: 896.269
8” PVC S INVERT: 885.700
TO BLD
8” PVC N INVERT: 885.676
RIM ELEVATION: 898.269
8” PVC N INVERT: 892.546
8” PVC W INVERT: 892.542
BUILDING 648
F.F = 897.503
2’X3’BOX S INVERT: 890.746
RIM ELEVATION: 899.561
8” PVC E INVERT: 887.147
8” PVC W INVERT: 887.129
RIM ELEVATION = 899.76
8” PVC E INVERT: 888.657
8” PVC S INVERT: 888.674
8” PVC N INVERT: 888.660
RIM ELEVATION: 899.081
8” PVC S INVERT: 888.573
RIM ELEVATION: 900.512
12” RCP SW INVERT: 895.112
12” RCP N INVERT: 895.240
RMK3081
RIM ELEVATION: 900.474
12” RCP N INVERT: 894.774
12” RCP W INVERT: 895.074
12” RCP SE INVERT: 894.974
RIM ELEVATION: 900.454
12” RCP N INVERT: 894.874
12” RCP W INVERT: 894.704
8FT CHAIN LINK W/ BARB WIRE
2’X3’ BOX W INVERT: 895.730
RIM ELEVATION: 896.938
15” RCP E INVERT: 892.946
15” RCP W INVERT: 892.919
RIM ELEVATION: 896.264
8” PVC S INVERT: 884.069
8” PVC N INVERT: 884.146
8” PVC W INVERT: 885.939
RIM ELEVATION: 892.173
8” PVC S INVERT: 883.179
8” PVC E INVERT: 883.283
8” PVC SW INVERT: 883.331
VAULT
8FT CHAIN LINK W/ BARB WIRE
8FT C
H
AIN
LIN
K W
/ BAR
B W
IR
E
8F T
C H
AI
N
L
IN
K W
/ B
AR
B W
IR
E
FINISHED FLOOR = 900.827
ALL BOLLARDS ON NORTH SIDE OF BUILDING = 4' TALL, 6" DIAMETER
WALLS ON NORTH SIDE BUILDING = 8.5' TALL
RIM ELEVATION: 898.548
8” PVC E INVERT: 891.533
8” PVC W INVERT: 891.512
RIM ELEVATION: 898.516
8” PVC E INVERT: 892.102
8” PVC W INVERT: 892.089
RIM ELEVATION: 899.455
8” PVC W INVERT: 892.605
8” PVC E INVERT: 892.687
RIM ELEVATION: 899.574
8” PVC W INVERT: 893.418
8” PVC E INVERT: 893.410
GF 22-04
8FT CHAIN LINK W/ BARB WIRE
8FT CHAIN LINK W/ BARB WIRE
18” RCP SE INVERT: 892.070
W W
W
C O
M M
C O
M M
MH 43
MH 42A
MH 40
MH 39
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM
COMM
COMMCOMMCOMMCOMMCOMMCOMMCOMM
COMM
COMM
COMM
W W
W
MH
(UNKNOWN #)
PR
O D
U C
TI
O
N D
AT
A
1%
PR
O
D U
C
TI
O N
D
AT
A 2%
PR
O D
U C
TI
O
N D
AT
A
3%
PR
O
D U
C
TI
O N
D
AT
A 4%
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/1
1/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
W
F2
4R
G R
AN
D
F O
R
KS
A
FB
, N O
R
TH
D
AK
O
TA
D
IS
AS
TE
R R
ES
IL
IE
N
C Y
PR
O
G R
AM
BU
IL
D
IN
G
G
FN
D
1C
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T.
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EN
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D .B
IR
KB
Y
D . B
IR
KB
Y
T.
O
W
EN
S U
TI
LI
TY
P
LA
N
NEW COMM. LINE
IN EXISTING DUCT BANK
A1 SCALE: 1" = 50'
UTILITY PLAN - AREA 1
NORTH
CU101
NEW COMM. LINE
IN EXISTING DUCT BANK
NEW FIRE WATER LINE
TO NEW FIRE PUMP
TRENCHING IS PERMITTED,
REPLACE PAVEMENT IN KIND
AR
EA
RESET FIRE HYDRANT ON EAST SIDE OF
ACCESS ROAD ON EXISTING SERVICE LINE
CONNECT TO EXISTING WATER
MAIN WITH NEW TEE AND VALVE
K17 SCALE: 1" = 2000' - 0"
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
T
NEW COMM. LINE
IN EXISTING DUCT BANK
NEW COMM. LINE IN NEW PATHWAY
BETWEEN MH 43 AND MH 42A
(2-4" SCHEDULE 40 W/ MESH INNERDUCT)
NEW COMM. LINE
IN EXISTING DUCT BANK
TRENCHING ACROSS EXISTING ROADWAY
IS PERMITTED, REPLACE PAVEMENT AND
CURB AND GUTTER IN KIND, MAINTAIN
ACCESS IN AT LEAST ONE LANE AT ALL TIMES
AM
: G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
D
D E
D
E
J
J
J
DCB
C
CB
I
CB
E
TP
TPELECELECTP
ELEC
E
E
E
J
ELEC
TP
ELEC
MW
J
J
ELEC
E
ELEC
E
E
D
CB E
AC
TP
CO
C O
M M
C O
M M
C O
M M
C O
M M
SD
SDSDSDSDSDSDSDSD
SDSDSDSDSDSDSDSDSD
SD
SD
SD
SDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SD SD
W W
C O
M M
C O
M M
E E
E E
E E
W W
W
E E
E
JVT3454
C P
SDSD
D
D
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
E E
E E
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM COMM
COMM COMM
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
W W
W W
W W
W W
W W
W W
W W W W
E E
E E
12” RCP S INVERT: 892.137
RIM ELEVATION: 900.797
8” PVC E INVERT: 894.680
RIM ELEVATION: 898.489
60” RCP S INVERT: 890.504
60” RCP W INVERT: 890.496
36” RCP N INVERT: 892.009
COULD NOT FIND NEXT PIPE
RIM ELEVATION: 900.436
8” PVC E INVERT: 890.181
8” PVC W INVERT: 890.193
60” RCP N INVERT: 890.951
60” RCP S INVERT: 890.966
RIM ELEVATION: 897.405
24” RCP W INVERT: 893.440
12” CPP E INVERT: 894.403
COULD NOT FIND NEXT PIPE
RIM ELEVATION: 901.243
24” RCP S INVERT: 892.918
24” RCP E INVERT: 893.109
RIM ELEVATION = 899.76
8” PVC E INVERT: 888.657
8” PVC S INVERT: 888.674
8” PVC N INVERT: 888.660
RIM ELEVATION: 901.014
8” PVC E INVERT: 894.794
8” PVC W INVERT: 896.788
COULD NOT FIND NEXT PIPE
RIM ELEVATION: 898.569
2’X3’ BOX E INVERT: 892.996
2’X3’ BOX W INVERT: 893.033
RIM ELEVATION: 898.569
2’X3’ BOX E INVERT: 892.996
2’X3’ BOX W INVERT: 893.033
COULD NOT GET INVERT
BOX WAS LOCKED
RIM ELEVATION: 900.322
12” RCP N INVERT: 893.325
12” RCP E INVERT: 893.387
12” RCP S INVERT: 893.723
18” RCP NW INVERT: 893.432
18” RCP NW INVERT: 892.570
RIM ELEVATION: 900.512
12” RCP SW INVERT: 895.112
12” RCP N INVERT: 895.240
8FT CHAIN LINK W/ BARB WIRE
2’X3’ BOX W INVERT: 895.730
8FT CHAIN LINK W/ BARB WIRE
8FT CHAIN LINK W/ BARB WIRE
GF 22-03
GF 22-02
RIM ELEVATION: 899.455
8” PVC W INVERT: 892.605
8” PVC E INVERT: 892.687
W W
W W
W
COMMCOMM
COMMCOMM
C O
M M
C O
M M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
HH 67
HH 67A
MH 500
PR
O D
U C
TI
O
N D
AT
A
1%
PR
O
D U
C
TI
O N
D
AT
A 2%
PR
O D
U C
TI
O
N D
AT
A
3%
PR
O
D U
C
TI
O N
D
AT
A 4%
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E
O M
AH
A, N E
/1
1/
FI
LE
N U
M
BE
R
FI
LE
N
AM
E:
AN
SI
D
W
F2
4R
G R
AN
D
F O
R
KS
A
FB
, N O
R
TH
D
AK
O
TA
D
IS
AS
TE
R R
ES
IL
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N
C Y
PR
O
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AM
BU
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D
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G
G
FN
D
1C
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T.
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D .B
IR
KB
Y
D . B
IR
KB
Y
T.
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W
EN
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TI
LI
TY
P
LA
N
A1 SCALE: 1" = 50'
UTILITY PLAN - AREA 2
NORTH
CU102
AR
EA
K17 SCALE: 1" = 2000' - 0"
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
T
JUNCTION CABINET J8-130 OWNED
BY NODAK ELECTRIC.
RELOCATE TO SOUTH SIDE OF
TAXI WAY AND INSTALL JUMPERS
TO J8-540.
NEW COMM. LINE
IN EXISTING DUCT BANK
NEW COMM. LINE
IN EXISTING DUCT BANK
NEW COMM. LINE
IN EXISTING DUCT BANK
NEW COMM. LINE
IN EXISTING DUCT BANK
AM
: G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
MW
C
PIV
PIV
PIV
PIV
I I I
I
IV
PIV
PIVPIV
PIV
PIV
E
E
CB
D
D D
D D
D D
CB
S
S
S S S
S
S
S
S
S
S
J U
ELEC
EC
TP
C
J
C
V
PIV
H
ELECTP
CI
J
CI
MW
C
C
C
C
C
TW
TW
E
C
EC
TW
C
TW
TWPIV
TW
TW
E
TP
TP
TP
PIV
TW
TP
ELEC
ELEC
TP
J
JDD
D
D
TP
D
D
D
D
D
TP
G
G
ELECELECELECELECELECTP
W
E E
E E
W
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SAN
SAN
SAN
SAN SAN SAN SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
C O
M M
COMM
COMMCOMM
E E
E
E
COMM
C O
M M
C O
M M
COMM
E
E
EEEEEEEEEEEEEEEE
E
G G
G
W
WWW
E E E
EEEE
G G
COMMCOMMCOMM
C O
M M
E E
E
SD
SD
SD SD
SD
SDE
W W
W
E E
E E
E W
W W
W W
W
COMM
G G
E
E
COMM
COMM
COMM
G G
W W
W
G
G G
G G
G G
G G
G
COMM COMM COMM COMM COMM COMM
E
E
G
G G
G G
W W
W W
W
SD
SD
SD
COMM
C O
M M
FINISHED FLOOR = 905.299
BLD 631
F.F. = 905.310
6"6"8" 4" 4" 4" 4"
6" 6"4"
15"
10"
10"12"
12"
12"
12"
10"
10"
8"
10"
12"
MPS5078_1MPS5084_1
10"
12"
8"
4"
4" 8"8"8" 8" 8"
6" 8"12"
8" 8"8" 8"
12"
8"
8"
12"8" 12"
18"
15" 15"
10" 8" 8"
18"
18"
6" 10" 18"
10" 15" 15" 6"
10"10"
10"
8"10"
15" 10"
15"
15"
10"
15"
10"
10"10"10"10"
8"
12"
12"
12"
12"
12"16"
16"
8" 8"
CB
C P
SD
SD
SD
GF 22-01
EIELSO
N
ST
W
E
E E
COMM
COMMCOMM
EEE
E
EEEEEEEEEEEE
E
E
E
E
GGGGGGGGGG
W W
WWWWWWWWWWWWWWW
E
EEEEEEEEEEEEEEE
G
COMM
COMMCOMM
COMM
COMM
COMMCOMMCOMMCOMMCOMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
G
C O
M M
G G
G
C O
M M
C O
M M
E
E
E
E
E E
E E
E
E
E E
E E
W W
RIM ELEVATION: 898.060
12” RCP N INVERT: 892.712
RIM ELEVATION: 898.485
12” RCP S INVERT: 891.215
12” RCP NE INVERT: 891.22
RIM ELEVATION: 902.555
15” RCP E INVERT: 900.377
RIM ELEVATION: 898.632
16” PVC SE INVERT: 897.339
24” RCP NW INVERT: 894.723
RIM ELEVATION: 899.808
16” PVC NW INVERT: 897.340
RIM ELEVATION: 899.486
15” RCP NE INVERT: 896.548
RIM ELEVATION: 901.989
15” RCP S INVERT: 895.050
15” RCP W INVERT: 895.014
RIM ELEVATION: 899.686
15” RCP E INVERT: 894.460
15” RCP SW INVERT: 894.784
15” RCP N INVERT: 894.353
RIM ELEVATION: 903.787
8” PVC SW INVERT: 898.048
8” PVC NE INVERT: 898.089
RIM ELEVATION: 898.235
12” RCP E INVERT: 893.317
12” RCP NW INVERT: 893.355
12” RCP SW INVERT: 893.401
RIM ELEVATION: 900.211
18” RCP NE INVERT: 894.786
RIM ELEVATION: 901.296
8” PVC NE INVERT: 890.153
8” PVC W INVERT: 890.085
RIM ELEVATION: 898.407
18” RCP SE INVERT: 894.593
12” PVC N INVERT: 893.318
RIM ELEVATION: 902.747
15” RCP W INVERT: 900.497
RIM ELEVATION: 903.009
15” RCP E INVERT: 899.500
15” RCP NW INVERT: 899.456
RIM ELEVATION: 904.154
15” RCP N INVERT: 898.981
15” RCP E INVERT: 899.009
15” RCP SE INVERT: 899.181
RIM ELEVATION: 904.226
8”PVC NE INVERT: 896.431
RIM ELEVATION: 902.920
8” PVC NE INVERT: 895.043
8” PVC SW INVERT: 894.716
8” PVC NW INVERT: 894.722
RIM ELEVATION: 903.434
8” PVC SE INVERT: 895.361
8” PVC NE INVERT: 897.580
8” PVC NW INVERT: 895.168
RIM ELEVATION: 903.191
8” PVC SE INVERT: 895.543
8” PVC NW INVERT: 895.683
TO LIFT STATION
DIESEL
TANK
BUILDING 670
FINISHED FLOOR = 904.790
AFFF
TANK
BLDG 655
F.F. = 903.144
FINISHED FLOOR = 905.569
8FT C
H
AIN
LIN
K W
/ BAR
B W
IR
E
RIM ELEVATION: 898.030
8” PVC S INVERT: 883.647
8” PVC E INVERT: 884.354
8” PVC N INVERT: 883.646
EIELSO
N
ST
EIELSO
N
ST
RIM ELEVATION: 815.604
8”PVC E INVERT: 894.897
8”PVC SW INVERT: 897.899
8"SE INVERT: 895.226-
COULD NOT FIND OUTFALL
GENERATOR
PAD
RIM ELEVATION: 898.261
8” PVC S INVERT: 884.037
8” PVC E INVERT: 884.120 TO BLD
8” PVC N INVERT: 884.209
TP
TP
TP
HH 62
MH 43A
HH 44-1
COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
C O
M M
C O
M M
C O
M M
C O
M M
PR
O D
U C
TI
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N D
AT
A
1%
PR
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A 2%
PR
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A
3%
PR
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A 4%
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P
LA
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A1 SCALE: 1" = 50'
UTILITY PLAN - AREA 3
NORTH
CU103
U
TI
LI
TY
P
LA
N
COMM. BUILDING
(BY OTHERS)
NEW COMM. LINE
IN EXISTING DUCT BANK
AR
EA
K17 SCALE: 1" = 2000' - 0"
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
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D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
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IG
N
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B
Y:
C O
N
TR
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N O
SO
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IT
AT
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N N
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IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
T
NEW COMM. LINE
IN EXISTING DUCT BANK
NEW COMM. LINE
IN EXISTING DUCT BANK
NEW COMM. LINE IN DUCTBANK
PROVIDED BY OTHERS
AM
: G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
GF 22-05
C O
M M
C O
M M
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
NEW COMM. LINE IN NEW PATHWAY
(2-4" SCHEDULE 40 W/ MESH INNERDUCT)
E E
E E
E E
E E
E E
E E
E E
E
E E E E E
PR
O D
U C
TI
O
N D
AT
A
1%
PR
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TI
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A 2%
PR
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AT
A
3%
PR
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A 4%
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A, N E
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LA
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A1 SCALE: 1" = 50'
UTILITY PLAN - AREA 4
NORTH
CU104
GROUND DATA TRANSMITTER
(GDT)LOCATION 1
AR
EA
K17 SCALE: 1" = 2000' - 0"
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
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D B
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C H
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D B
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D R
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B Y:
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B
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SI
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AR
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C R
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SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
T
NEW FEEDER PROVIDED BY NODAK ELECTRIC.
SEE SHEET CU100 FOR OVERALL ROUTE.
NEW TRANSFORMER AND TRANSFORMER PAD PROVIDED
BY NODAK ELECTRIC.
TRENCHING ACROSS EXISTING ROADWAY
IS PERMITTED, REPLACE PAVEMENT IN KIND.
AM
: G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
TP
16"
GF 22-06
COMM
COMMCOMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
COMM
NEW COMM. LINE IN NEW PATHWAY
(2-4" SCHEDULE 40 W/ MESH INNERDUCT)
E
PR
O D
U C
TI
O
N D
AT
A
1%
PR
O
D U
C
TI
O N
D
AT
A 2%
PR
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TI
O
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AT
A
3%
PR
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TI
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A 4%
O M
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A
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A, N E
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A1 SCALE: 1" = 50'
UTILITY PLAN - AREA 5
NORTH
CU105
GROUND DATA TRANSMITTER
(GDT)LOCATION 2
AR
EA
K17 SCALE: 1" = 2000' - 0"
KEY PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
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D B
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C H
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D B
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D R
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N
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D
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B
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N O
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SU
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AT
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SI
ZE
M
AR
K
D
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C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
CUI - CONTROLLED UNCLASSIFIED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
AD
VE
R
TI
SE
M
EN
T
EXISTING SECTIONALIZING PED J2-290
OWNED BY NODAK ELECTRIC
NEW TRANSFORMER AND TRANSFORMER PAD PROVIDED BY NODAK ELECTRIC
NEW POWER FEEDER PROVIDED BY NODAK ELECTRIC.
SITE SURVEY NEEDED BY NODAK TO VERIFY ROUTING.
AM
: G
EN
ER
AL
R
EV
IS
IO
N
S
/1 0/
DN
A-201
A-201
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35
A
B
C
D
E
F
G
G.5
H
1.71.1 9.99.3 11.1 11.7
A-202 -A-202
A-202
A-203
A-203
A-203
A-302
19.919.3 21.1 21.7 29.3 29.9
5.3 5.6 15.3 15.6 25.3 25.6
55' - 8" 4' - 0" 22' - 11"
0"
22' - 9" 4' - 0" 55' - 10"
2204D
C O
R -1
ST-1
COR-15
2204A
2204B
2204C
MECH-6 MECH-7
55' - 8" 26' - 10"
26' - 8" 8' - 8" 47' - 2"
18' - 0" 63' - 11"
63' - 2" 19' - 4"
A-121
MECH-5
MECH-8 MECH-9 MECH-10
24 24 24 24 24 24
COMM-1
MEZZANINE LEGEND:
STC 50 RATED WALLS
SECURED BOUNDARY
SECURED BOUNDARY
FLOOR
STC 50 FLOOR / CEILING
NEW WALLS AND/OR INFILL OF EXISTING
OPENING
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
CUI - CONTROLLED UNCLASSIFED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
FI
LE
N
AM
E:
AD
VE
R
TI
SE
M
EN
T
A-120
C O
M
PO
SI
TE
M
EZ
ZA
N
IN
E
PL
AN
G R
AN
D
F O
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KS
A
FB
, N O
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B.
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AR
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S
/1
1/
W
F2
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D
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PR
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AM
BU
IL
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FN
D
1_
B6
_C M rv t
1/32" = 1'-0"1 COMPOSITE MEZZANINE FLOOR PLAN
KEYPLAN - SECOND FLOOR
HANGAR BAY
HANGAR BAY
HANGAR BAY 3
AND AGE BAY
NORTH
0 16' 32' 64'
KEY NOTE FLOOR PLAN SCHEDULE
NOTE DESCRIPTION
1 PROVIDE STC-50 DOOR WITH LOCK TO MEET FF-L-2740. PROVIDE
CARD READER ON DOOR WITH PIN ACCESS.
2 PROVIDE STC-35 DOOR WITH FULLY GASKETED SOUND SEALS AND
CARD READER.
3 PROVIDE CIPHER LOCK FOR DOOR.
4 EXIT ONLY DOOR, NO EXTERIOR HARDWARE.
5 BOLT DOOR SHUT. REMOVE DOOR HANDLES. COVER INTERIOR OF
DOOR WITH METAL PANEL, SEAL TIGHT, AND ALARM DOOR.
6 BOLT EXISTING SECTIONAL DOOR IN PLACE, ALARM AND SEAL.
7 PROVIDE CARD READER WITH PIN ACCESS FOR DOOR
8 REMOVE LOUVER AND FILL WITH CMU, MATCH EXISTING.
9 REMOVE SECTIONAL DOOR AND REPLACE WITH NEW. PROVIDE
FLUSH BOLTS AND CARD READER WITH PIN ACCESS ON INTERIOR
SIDE.
10 PROVIDE DOOR WITH SIGNAGE FOR EMERGENCY EXIT ONLY.
PROVIDE CARD READER ON CORRIDOR SIDE.
11 PROVIDE DOOR WITH SIGNAGE FOR EMERGENCY EXIT ONLY.
12 NEW SECTIONAL DOOR WITH FLUSH BOLTS ON INTERIOR SIDE.
13 RETRACTABLE OVERHEAD POWER AND NETWORK DROP FOR GFGI
EQUIPMENT.
14 PROVIDE CRANE.
15 PROVIDE OBSCURATION CURTAIN.
16 REMOVE WINDOW, FILL OPENING WITH CMU, AND MATCH EXISTING
WALL.
17 REMOVE AND FILL RECESSED TRASH CAN OPENING.
18 REPLACE SHAFTWALL, BUT KEEP BASE OF GLAZED CMU.
19 PROVIDE DOUBLE TIERED LOCKERS.
20 PROVIDE 100 CELLPHONE LOCKERS.
21 PROVIDE FLUSH BOLTS AND CARD READER WITH PIN ACCESS ON
INTERIOR SIDE.
22 PROVIDE CARD READER ON DOOR.
23 RELOCATE WATER COOLERS FROM COR-5 TO THIS LOCATION
24 PROVIDE A NEW ACCESS STAIR ON THE EXTERIOR OF THE HANGAR
FOR EXISTING AND NEW MEZZANINE MECHANCIAL ROOMS.
25 PROVIDE CARD READERS WITH PIN ON BOTH SIDES OF THE DOOR,
FLUSH WITH THE FACE OF THE DOORS
26 PROPOSED LOCATION FOR HAZMAT CONTAINER. SEE SPEC 01 82 00
FOR DETAILED REQUIREMENTS.
AM
G
EN
ER
A L
R
EV
I S
IO
N S
/1
0/
7 8 9 10 11 12 13 14
D
E
F
GG
402 SF
CLS LEADS
2204D
543 SF
CONFERENCE
ROOM
542 SF
QAE
311 SF
PLANS &
SCHEDULING
220 SF
BREAK 2
C O
R R
ID
O
R C
O R
-1
STAIR 1
ST-1
C O
R R
ID
O
R C
O R
-1
A-302
A-301
A-301
A-301
A-301
120 SF
OIC
2204A
31 SF
STORAGE
2204B
120 SF
CLS SUPERVISOR
2204C
160 SF
CLS SUITE
A-302
A-302
2408 SF
MECH.
MEZZANINE
MECH-6
1486 SF
MECH.
MEZZANINE
MECH-7
34642 SF
HANGAR BAY 1
31710 SF
HANGAR BAY 2
56 SF
UNISEX
UNI-1
56 SF
UNISEX
UNI-2
120 SF
BRIEFING
COMM-1
COMM-1
MEZZANINE LEGEND:
STC 50 RATED WALLS
SECURED BOUNDARY
SECURED BOUNDARY
FLOOR
STC 50 FLOOR / CEILING
NEW WALLS AND/OR INFILL OF EXISTING
OPENING
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
CUI - CONTROLLED UNCLASSIFED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
FI
LE
N
AM
E:
AD
VE
R
TI
SE
M
EN
T
A-121
AR
EA
"B " M
EZ
ZA
N
IN
E
FL
O O
R P
LA
N
G R
AN
D
F O
R
KS
A
FB
, N O
R
TH
D
AK
O
TA
O M
AH
A
D
IS
TR
IC
T
C
AP
IT
O L
AV
E.
O M
AH
A, N E
K.
J
AR
VI
S
E.
M
C C
U
LL
O U
G H
B.
G
O R
U P
K.
J
AR
VI
S
/1
1/
W
F2
4R
D
IS
AS
TE
R R
ES
IL
IE
N
C Y
PR
O
G R
AM
BU
IL
D
IN
G
G
FN
D
1_
B6
_C M rv t
1/8" = 1'-0"1 AREA "B" MEZZANINE FLOOR PLAN
KEYPLAN - SECOND FLOOR
2ND
FLOOR
NORTH
0 4' 8' 16'
KEY NOTE FLOOR PLAN SCHEDULE
NOTE DESCRIPTION
1 PROVIDE STC-50 DOOR WITH LOCK TO MEET FF-L-2740. PROVIDE
CARD READER ON DOOR WITH PIN ACCESS.
2 PROVIDE STC-35 DOOR WITH FULLY GASKETED SOUND SEALS AND
CARD READER.
3 PROVIDE CIPHER LOCK FOR DOOR.
4 EXIT ONLY DOOR, NO EXTERIOR HARDWARE.
5 BOLT DOOR SHUT. REMOVE DOOR HANDLES. COVER INTERIOR OF
DOOR WITH METAL PANEL, SEAL TIGHT, AND ALARM DOOR.
6 BOLT EXISTING SECTIONAL DOOR IN PLACE, ALARM AND SEAL.
7 PROVIDE CARD READER WITH PIN ACCESS FOR DOOR
8 REMOVE LOUVER AND FILL WITH CMU, MATCH EXISTING.
9 REMOVE SECTIONAL DOOR AND REPLACE WITH NEW. PROVIDE
FLUSH BOLTS AND CARD READER WITH PIN ACCESS ON INTERIOR
SIDE.
10 PROVIDE DOOR WITH SIGNAGE FOR EMERGENCY EXIT ONLY.
PROVIDE CARD READER ON CORRIDOR SIDE.
11 PROVIDE DOOR WITH SIGNAGE FOR EMERGENCY EXIT ONLY.
12 NEW SECTIONAL DOOR WITH FLUSH BOLTS ON INTERIOR SIDE.
13 RETRACTABLE OVERHEAD POWER AND NETWORK DROP FOR GFGI
EQUIPMENT.
14 PROVIDE CRANE.
15 PROVIDE OBSCURATION CURTAIN.
16 REMOVE WINDOW, FILL OPENING WITH CMU, AND MATCH EXISTING
WALL.
17 REMOVE AND FILL RECESSED TRASH CAN OPENING.
18 REPLACE SHAFTWALL, BUT KEEP BASE OF GLAZED CMU.
19 PROVIDE DOUBLE TIERED LOCKERS.
20 PROVIDE 100 CELLPHONE LOCKERS.
21 PROVIDE FLUSH BOLTS AND CARD READER WITH PIN ACCESS ON
INTERIOR SIDE.
22 PROVIDE CARD READER ON DOOR.
23 RELOCATE WATER COOLERS FROM COR-5 TO THIS LOCATION
24 PROVIDE A NEW ACCESS STAIR ON THE EXTERIOR OF THE HANGAR
FOR EXISTING AND NEW MEZZANINE MECHANCIAL ROOMS.
25 PROVIDE CARD READERS WITH PIN ON BOTH SIDES OF THE DOOR,
FLUSH WITH THE FACE OF THE DOORS
26 PROPOSED LOCATION FOR HAZMAT CONTAINER. SEE SPEC 01 82 00
FOR DETAILED REQUIREMENTS.
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FIN. FLOOR
100' - 0"
SECOND FIN. FLOOR
117' - 4 1/2"
A B C D E F G H
1 3/8" 1'-0"
1 3/8" 1'-0"
1 3/8" 1'-0"
RAISED FIN. FLOOR
104' - 0"
14 2
FIN. FLOOR
100' - 0"
SECOND FIN. FLOOR
117' - 4 1/2"
ABCDEFGH
1 3/8" 1'-0"
1 3/8" 1'-0"
RAISED FIN. FLOOR
104' - 0"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
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F
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IN
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D R
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CUI - CONTROLLED UNCLASSIFED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
FI
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A-201
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1_
B6
_C M rv t
1/16" = 1'-0"1 EAST ELEVATION
1/16" = 1'-0"2 WEST ELEVATION
KEY NOTE ELEVATION SCHEDULE
NOTE DESCRIPTION
1 EXISTING TAIL DOOR
2 REPLACE OLD WITH NEW OVERHEAD DOOR
3 EXISTING CONCRETE CURB
4 REMOVE LOUVER AND FILL WITH NEW METAL WALL PANEL, MATCH EXISTING.
5 EXISTING FLUSH METAL PANEL
6 EXISTING METAL GUTTER
7 EXISTING METAL LADDER
8 EXISTING FLUTED METAL PANEL
9 EXISTING METAL ROOF
10 EXISTING METAL TRIM
11 EXISTING PRECAST CONCRETE PANEL
12 PROVIDE NEW FLUTED METAL PANEL, MATCH EXISTING.
13 REMOVE WINDOW AND FILL WITH NEW METAL WALL PANEL, MATCH EXISTING.
14 PROVIDE NEW STANDING SEAM METAL ROOF, MATCH EXISTING.
15 REMOVE DOOR AND FILL WITH NEW METAL WALL PANEL, MATCH EXISTING.
16 EXISTING HANGAR DOORS
17 PROVIDE NEW OVERHEAD DOOR.
0 8' 16' 32'
NOTES:
1. REPAINT ROOF TRIM, GUTTERS, DOWNSPOUTS, NEW AND EXTERIOR DOORS DARK BROWN.
2. REPAINT EXISTING EXTERIOR WALLS AND NEW EXTERIOR WALLS LIGHT BROWN.
3. REPAINT HANGAR DOORS MEDIUM BROWN.
AM
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SECOND FIN. FLOOR
117' - 4 1/2"
123456789101112131415
8 8 8
3 RAISED FIN. FLOOR
104' - 0"
5.35.6
4 4 13 2
FIN. FLOOR
100' - 0"
SECOND FIN. FLOOR
117' - 4 1/2"
1516171819202122232425262728293031
8 8
RAISED FIN. FLOOR
104' - 0"
19.321.729.3 15.315.625.325.6
13 13 13 4 4
FIN. FLOOR
100' - 0"
SECOND FIN. FLOOR
117' - 4 1/2"
303132333435
RAISED FIN. FLOOR
104' - 0"12
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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O R
PS
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D R
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2 4 6 8 10 12 14 16 18 20
P
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CUI - CONTROLLED UNCLASSIFED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
FI
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N
AM
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AD
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A-202
N O
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AN
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_C M rv t
1/16" = 1'-0"3 NORTH ELEVATION COL. 1-15
1/16" = 1'-0"2 NORTH ELEVATION COL. 15-30
1/16" = 1'-0"1 NORTH ELEVATION COL. 30-35
KEY NOTE ELEVATION SCHEDULE
NOTE DESCRIPTION
1 EXISTING TAIL DOOR
2 REPLACE OLD WITH NEW OVERHEAD DOOR
3 EXISTING CONCRETE CURB
4 REMOVE LOUVER AND FILL WITH NEW METAL WALL PANEL, MATCH EXISTING.
5 EXISTING FLUSH METAL PANEL
6 EXISTING METAL GUTTER
7 EXISTING METAL LADDER
8 EXISTING FLUTED METAL PANEL
9 EXISTING METAL ROOF
10 EXISTING METAL TRIM
11 EXISTING PRECAST CONCRETE PANEL
12 PROVIDE NEW FLUTED METAL PANEL, MATCH EXISTING.
13 REMOVE WINDOW AND FILL WITH NEW METAL WALL PANEL, MATCH EXISTING.
14 PROVIDE NEW STANDING SEAM METAL ROOF, MATCH EXISTING.
15 REMOVE DOOR AND FILL WITH NEW METAL WALL PANEL, MATCH EXISTING.
16 EXISTING HANGAR DOORS
17 PROVIDE NEW OVERHEAD DOOR.
0 8' 16' 32'
NOTES:
1. REPAINT ROOF TRIM, GUTTERS, DOWNSPOUTS, NEW AND EXTERIOR DOORS DARK BROWN.
2. REPAINT EXISTING EXTERIOR WALLS AND NEW EXTERIOR WALLS LIGHT BROWN.
3. REPAINT HANGAR DOORS MEDIUM BROWN.
AM
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SECOND FIN. FLOOR
117' - 4 1/2"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
8 8 8
RAISED FIN. FLOOR
104' - 0"
5.3 5.6
16 16 16
FIN. FLOOR
100' - 0"
SECOND FIN. FLOOR
117' - 4 1/2"
15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
1 1
5 5
11 11
8 8
10 10
RAISED FIN. FLOOR
104' - 0"
19.3 21.7 29.315.3 15.6 25.3 25.6
16 16 16
FIN. FLOOR
100' - 0"
SECOND FIN. FLOOR
117' - 4 1/2"
30 31 32 33 34 35
RAISED FIN. FLOOR
104' - 0"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
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C R
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2 4 6 8 10 12 14 16 18 20
P
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CUI - CONTROLLED UNCLASSIFED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
FI
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AD
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A-203
SO
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_C M rv t
1/16" = 1'-0"2 SOUTH ELEVATION COL. 1-15
1/16" = 1'-0"3 SOUTH ELEVATION COL. 15-30
1/16" = 1'-0"1 SOUTH ELEVATION COL. 30-35
KEY NOTE ELEVATION SCHEDULE
NOTE DESCRIPTION
1 EXISTING TAIL DOOR
2 REPLACE OLD WITH NEW OVERHEAD DOOR
3 EXISTING CONCRETE CURB
4 REMOVE LOUVER AND FILL WITH NEW METAL WALL PANEL, MATCH EXISTING.
5 EXISTING FLUSH METAL PANEL
6 EXISTING METAL GUTTER
7 EXISTING METAL LADDER
8 EXISTING FLUTED METAL PANEL
9 EXISTING METAL ROOF
10 EXISTING METAL TRIM
11 EXISTING PRECAST CONCRETE PANEL
12 PROVIDE NEW FLUTED METAL PANEL, MATCH EXISTING.
13 REMOVE WINDOW AND FILL WITH NEW METAL WALL PANEL, MATCH EXISTING.
14 PROVIDE NEW STANDING SEAM METAL ROOF, MATCH EXISTING.
15 REMOVE DOOR AND FILL WITH NEW METAL WALL PANEL, MATCH EXISTING.
16 EXISTING HANGAR DOORS
17 PROVIDE NEW OVERHEAD DOOR.
0 8' 16' 32'
NOTES:
1. REPAINT ROOF TRIM, GUTTERS, DOWNSPOUTS, NEW AND EXTERIOR DOORS DARK BROWN.
2. REPAINT EXISTING EXTERIOR WALLS AND NEW EXTERIOR WALLS LIGHT BROWN.
3. REPAINT HANGAR DOORS MEDIUM BROWN.
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VEHICLE
PASS-THRU
MECH.
MECH-3
MECH.
MECH-4
ELEC.
ELEC-3
HANGAR BAY 3
HANGAR BAY 2
SUPPLY SECTION
C O
R R
ID
O
R C
O R
-1
MEN'S
RESTROOM AND
LOCKERS
MEN-2
SUPPORT
SECTION TOOL
CRIB
WOMEN'S
RESTROOM AND
LOCKERS
WOM-2
JANITOR'S
CLOSET
JAN-2
M.I.S. WORK AREA
C O
R R
ID
O
R C
O R
-9
TRAINING ROOM
TRAINING ROOM
S1
D6
S1
D6
WB2
WB2M2
M2
S1
D6
S1
D6
S1D2
T4
S8 S8
T4
S8 S8
T4
S8 S8
T4
S8
T4
S8 S8
T4
S8
S8
S8
M4 M5
M1A
T4 S8
S8
T4 S8
S8
T4 S8
S8
T4 S8
T4 S8
S8
T4 S8
S8S8
M1A
T4 S8
S8 T4
S8
S8 T4
S8
S8
M4
M5
S1S1
D5
S1
D5
S1
D5 D5
S1
D5
S1
D5
S1
D5
S1
D5
CORRIDOR
COR-8
CORRIDOR
COR-11
EQ1
F3
F3
EQ1
M4
M5
EQ6
EQ4
EQ
EQ
D5
S1
M.I.S. STORAGE
1202A
F3
EQ1
EQ6
F10 F10 F10
F6
F6
F6
F6
EQ3 EQ3
GENERAL FF&E NOTES:
1. PROVIDE STANDING HEIGHT WORKBENCH WITH
BUTCHER BLOCK TOP, POWER AND DATA
CONNECTIONS, AND LOCKABLE WHEELS.
2. PROVIDE STANDING HEIGHT WORKBENCH WITH
ESD TOP AND LOCKABLE WHEELS.
3. PROVIDE TABLE WITH FLIP TOP, CASTERS, AND
POWER AND DATA IN TABLE TOP.
4. PROVIDE STANDING HEIGHT TABLE WITH
BUTCHER BLOCK TOP.
5. PROVIDE STUDY CARREL WITH VISUAL
PARTITIONS.
6. PROVIDE INDUSTRIAL SHELVING WITH GRATED
SHELVES TO ALLOW AIRFLOW AND SPRINKLER
COVERAGE.
7. FF&E PACKAGE WILL BE A BID OPTION TO THE
CONSTRUCTION CONTRACT.
8. PROVIDE REFRIGERATOR WITH MINIMUM 25 CU
FT CAPACITY WITH FREEZER SECTION. NO ICE
OR WATER DISPENSER REQUIRED.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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O R
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2 4 6 8 10 12 14 16 18 20
P
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CUI - CONTROLLED UNCLASSIFED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
FI
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AD
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I-116
AR
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"C " F
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AREA
"C"
KEYPLAN - FIRST FLOOR
NORTH
0 4' 8' 16'
1/8" = 1'-0"1 AREA "C" FURNITURE PLAN
FF&E SCHEDULE (CF/CI)
ITEM
CODE ITEM DESCRIPTION QUANTITY NOTES
AP1 REFRIGERATOR 3 8
AP2 MICROWAVE 4
AP4 SMALL MICROWAVE 1
AP5 UNDER COUNTER
REFRIGERATOR
AP6 ICE AND WATER DISPENSER 2
D1 T-SHAPED DESK 2
D2 L-SHAPED DESK (72" X 75") 11
D3 L-SHAPED DESK (69" X 75") 8
D4 STUDY CARREL 12 5
D5 SMALL DESK 13
D6 STRAIGHT DESK 17
F1 STORAGE CABINET, 63"H 6
F2 LATERAL FILE, 51"H 3
F3 STORAGE CABINET, 27"H 6
F4 INDUSTRIAL SHELVING, 72" X 36" 1
F5 TOOL STORAGE CABINET 1
F6 HAZMAT STORAGE CABINET 17
F6A NON-LITHIUM BATTERY
STORAGE CABINET
F7 MOBILE STORAGE RACK 3
F9 INDUSTRIAL SHELVING, 48" X 18" 3 6
F10 SERVER RACK 3
M1A TEACHING PODIUM 4
M2 ESD MAT, LARGE 8
M2A ESD MAT, SMALL 10
M4 DISPLAY MONITOR, 85" 5
M4A DISPLAY MONITOR, 55" 1
M5 MARKERBOARD, WALL
MOUNTED
S1 TASK CHAIR 63
S2 SIDE CHAIR 4
S3 CONFERENCE CHAIR 44
S4 GLIDER 1
S5 BREAK CHAIR 26
S8 TRAINING CHAIR 42
S9 HIGH TASK CHAIR 5
T1 CONFERENCE TABLE 1
T2 BREAK TABLE 8
T3 SIDE TABLE 1
T4 TRAINING TABLE, 24" X 72" 21 3
T5 SHOP TABLE, 60" X 30" 1
T6 PAINT ROOM TABLE, 96" X 48" 1 4
T7 EXECUTIVE CONFERENCE
TABLE
T8 CONFERENCE TABLE, 33" X 33" 1
WB1 WORKBENCH, 72" X 30" 9 1
WB2 WORKBENCH, 60" X 30" 2 2
WB3 WORKBENCH, 48" X 24" 6
FF&E SCHEDULE (GF/GI)
ITEM
CODE ITEM DESCRIPTION QUANTITY
EQ1 DESKTOP PRINTER 4
EQ2 PRINTER/COPIER 1
EQ3 LAPTOP STORAGE CABINET 2
EQ4 PLOTTER 1
EQ5 5-DRAWER SAFE 2
EQ6 SHREDDER 4
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LEGEND:
1 HOUR FIRE RATED WALL
2 HOUR FIRE RATED WALL
2 HOUR FIRE RATED CEILING
EXISTING 1 HOUR FIRE RATED WALL - TO BE MAINTAINED
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
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R
S
D R
AW
N
B Y:
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N N
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3 5 7 9 11 13 15 17 19
L
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AR
K
D
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C R
IP
TI
O N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
CUI - CONTROLLED UNCLASSIFED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
FI
LE
N
AM
E:
AD
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TI
SE
M
EN
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F-120
LI
FE
S
AF
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D
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D F
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PO
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P
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1_
B6
_C M rv t
1/32" = 1'-0"1 COMPOSITE SECOND FLOOR LIFE SAFETY PLAN
NORTH
KEYPLAN - SECOND FLOOR
HANGAR BAY
HANGAR BAY
HANGAR BAY 3
AND AGE BAY
0 16' 32' 64'
NEW 1 HR FIRE
RATED WALLS
TO CREATE
MECHANICAL ROOMS
NEW 1 HR FIRE
RATED WALLS
TO CREATE
MECHANICAL ROOMS NEW 1 HR FIRE
RATED WALLS
TO CREATE
MECHANICAL ROOMS
NEW 1 HR FIRE
RATED WALLS
TO CREATE
MECHANICAL ROOMS
PROVIDE A NEW STAIR
FROM ENCLOSED
MECHANICAL ROOMS.
PROVIDE A NEW STAIR
FROM ENCLOSED
MECHANICAL ROOMS.
PROVIDE A NEW STAIR
FROM ENCLOSED
MECHANICAL ROOMS.
PROVIDE A NEW STAIR
FROM ENCLOSED
MECHANICAL ROOMS. 3
AM
G
EN
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A L R
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IO
N
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/1 0/
220 SF
BREAK 2
543 SF
CONFERENCE
ROOM
542 SF
QAE
311 SF
PLANS &
SCHEDULING
2205402 SF
CLS LEADS
2204D
120 SF
CLS SUPERVISOR
2204C
31 SF
STORAGE
2204B
120 SF
OIC
2204A
160 SF
CLS SUITE
C O
R R
ID
O
R C
O R
-1
STAIR 1
ST-1
C O
R R
ID
O
R C
O R
-1
2408 SF
MECH.
MEZZANINE
MECH-6
1486 SF
MECH.
MEZZANINE
MECH-7
120 SF
BRIEFING
56 SF
UNISEX
UNI-2
56 SF
UNISEX
UNI-1
CORRIDOR
COR-14103 SF
COMM-1
COMM-1
LEGEND:
1 HOUR FIRE RATED WALL
2 HOUR FIRE RATED WALL
2 HOUR FIRE RATED CEILING
EXISTING 1 HOUR FIRE RATED WALL - TO BE MAINTAINED
US Army Corps of Engineers ®
SHEET ID
U S
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SI
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TR
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SO
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O
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L
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2 4 6 8 10 12 14 16 18 20
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CUI - CONTROLLED UNCLASSIFED INFORMATION
CUI - CONTROLLED UNCLASSIFED INFORMATION
FI
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F-121
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BU
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1_
B6
_C M rv t
1/8" = 1'-0"1 SECOND FLOOR LIFE SAFETY PLAN
NORTH
KEYPLAN - SECOND FLOOR
2ND
FLOOR
0 4' 8' 16'
NEW 1 HR FIRE
RATED WALLS
TO CREATE
MECHANICAL ROOMS
PROVIDE A NEW STAIR FROM
ENCLOSED MECHANICAL ROOM.
NEW 1 HR FIRE RATED WALLS
PROVIDE A NEW STAIR FROM
ENCLOSED MECHANICAL ROOM.
AM
G
EN
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A L
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EV
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IO
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/1
0/
| SITE/CIVIL | |
| CU100 | UTILITY PLAN - OVERVIEW (1) |
| CU101 | UTILITY PLAN - AREA 1 (1) |
| CU102 | UTILITY PLAN - AREA 2 (1) |
| CU103 | UTILITY PLAN - AREA 3 (1) |
| CU104 | UTILITY PLAN - AREA 4 (1) |
| CU105 | UTILITY PLAN - AREA 5 (1) |
| ARCHITECTURAL | |
| A-120 | COMPOSITE MEZZANINE PLAN (1) |
| A-121 | AREA "B" MEZZANINE FLOOR PLAN (1) |
| A-201 | EAST AND WEST ELEVATIONS (1) |
| A-202 | NORTH ELEVATIONS (1) |
| A-203 | SOUTH ELEVATIONS (1) |
| INTERIORS | |
| I-116 | AREA "C" FURNITURE PLAN (1) |
| FIRE PROTECTION | |
| F-120 | LIFE SAFETY AND BUILDING CODE SECOND FLOOR COMPOSITE PLAN (1) |
| F-121 | LIFE SAFETY AND BUILDING CODE SECOND FLOOR PLAN (1) |
File details come from the government source that posted it. Updated .