EAFB B-21 FTD AM-0007 Dwgs_Vol1.pdf
PDF 13 MB Posted
- Attached to
- B-21 MPF/FTD Construction Federal contract opportunity
- Solicitation number
- W9128F21R0032
About this file
This document provides details for a federal solicitation to construct facilities for the B-21 bomber program. The U.S. Army Corps of Engineers seeks to build a B-21 Mission Operations Planning Facility and Field Detachment Training Facility at Ellsworth Air Force Base in South Dakota. The facilities will include over 47,000 square feet of secure operations planning space and over 57,000 square feet of secure maintenance training and classroom space. Construction will adhere to Intelligence Community Directive/Intelligence Community Standard 705 for secure areas and include associated site development. The solicitation number is W9128F21R0032 and interested parties can obtain additional files by contacting the listed Contracting Officer and Contract Specialist. The project scope may also include optional fixtures, furnishings, equipment, security systems, and backup power supplies. More details are available by visiting the listed procurement website.
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Text version
S
E
T
R
B
A
R
S
B
A
R
S
B
A
R
SIM FACILITY
ADDITION
FFE=3245.50
EXISTING
SIM FACILITY
FFE = 3243.5
S
S
OFFSITE
FTU AREA
H
Y
D
V
A
N
VAN
B8225
B8205
P
H
O W
E
S
T R
E E
T
SIM
SIM
ADDITION
A
R
A
M
I
N
TEMPORARY
SECURITY FENCE -
DETAIL A1/C-508
FUTURE SIM
PARKING LOT
FTDMPF
FUTURE FTU
PARKING LOT
X X
X X
X X
XXXXXXXXXXXXXXXXXXX
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
BERGSTROM DRIVE
ACCESS GATE
CONTRACTOR'S
ACCESS
CONTROL
FACILITY
B8210
CONSTRUCTION
GATE 24FT WIDE
DOUBLE SWING
GATE
CONTRACTOR
STAGING AND
LAYDOWN AREA
(FTD AND MPF)
VISITORS AND
CONTRACTOR
PARKING (FTD
AND MPF)
FTU
RICKENBACKER COURT
M
C
C
O
N
N
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L
B
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SECONDARY
CONSTRUCTION GATE
24FT WIDE DOUBLE
SWING GATE
US Army Corps of Engineers ®
SHEET ID
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LAYDOWN AND STAGING AREA PLAN
SCALE: 1" = 60'
0 60' 120'
GENERAL SHEET NOTES
SHEET LEGEND
1. REFER TO SHEET C-001 AND C-002 FOR GENERAL CIVIL
NOTES, LEGENDS, AND ABBREVIATIONS.
2. THE TEMPORARY SECURITY FENCE SHALL BE INSTALLED AT
THE APPROPRIATE TIME AS DEFINED BY SPECIFICATION 01 14
00, WORK RESTRICTIONS.
3. ALL SECURITY FENCES AND GATES SHALL BE REMOVED
FROM THE PROJECT SITE AT THE APPROPRIATE TIME AS
DIRECTED BY THE COR.
4. EMERGENCY ACCESS TO THE SITE MUST BE MAINTAINED AT
ALL TIMES.
5. THE CONTRACTOR AND GOVERNMENT SHALL CONTROL ALL
ACCESS WITHIN THE FACILITY CONSTRUCTION SECURITY
FENCE PER THE CONTRACT SPECIFICATIONS.
6. SECONDARY CONSTRUCTION GATE TO REMAIN LOCKED AT
ALL TIMES EXCEPT TO ALLOW LARGE DELIVERY TRUCKS TO
EXIT PROJECT SITE. ACCESS TO BE MAINTAINED BY SITE
SECURITY.
TEMPORARY SECURITY FENCE
CONTRACTOR STAGING AND LAYDOWN AREA
CONTRACTOR PARKING AREA
CONSTRUCTION ACCESS ROUTE
CONTRACTOR STAGING AREA FENCE
X
PLAN NORTH
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AutoCAD SHX Text
WV
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INV.NE=3221.30
INV.SW=3221.15
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C P
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APPROX.-
UNABLE TO LOCATE
MH
RIM=3222.80
INV.W=3213.22
INV.E=3213.20
APPROX.-UNABLE TO LOCATE
12" R C
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INV=3233.63
INV=3233.35
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MH
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INV.N=3211.54
INV.E=3211.54
INV.S=3211.53
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AI
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INV.W=3214.61
INV.SE=3214.53
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INV.SE=3235.07
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RIM=3238.01
INV.NW=3234.18
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INV=
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RIM=3223.33
INV.W=3213.99
INV.S=3213.96
24" RCP BURIED
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8" WATER
12" WATER
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INV.S=3215.52
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INV=3217.00
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INV.E=3223.26
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SHEET ID
D R
A W
N
B
Y
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S I G
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B
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2 3 4 5 6 7 8 9 10
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C
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N G
I N
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R S
FTD
ADVERTISEMENT - 100% DESIGN
A
M
S
I G
N
I S
S U
I C
I N
G
A1
OVERALL EROSION CONTROL PLAN
PLAN NORTH
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
SCALE: 1" = 60'
0 60' 120'
GENERAL SHEET NOTES
CE101 CE102
M A
T C
H
L
I N
E
D
E
L L E
D G
E
T B
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A M
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AutoCAD SHX Text H
AutoCAD SHX Text Y
P
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12" WATER
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AI
RIM=3228.77
INV.E=3223.26
INV.S=3222.95
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S
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S
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S
T
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FTD
FFE=3229.60
B8306
UE
S S
P P P P P P
S T
S T
S T
S T
S T
S T
S T
S T
P
P P
P
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FTU AREA
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U C
U C
U C
U C
U C
U C
UTILITY
YARD
FFE 3229.0
BERGSTROM DR
XX
XX
XX
XX XX XX XX XX XX
X X
X X
X X
X X
X X
X X
X X
X
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X
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US Army Corps of Engineers ®
SHEET ID
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
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K E
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B
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S I
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A T
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C O
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R A
S O
L I C
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A T
I O
N
N
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2 3 4 5 6 7 8 9 10
F
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D
C
B
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D A
T E
M A
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D E
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R I P
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FTD
ADVERTISEMENT - 100% DESIGN
A
M
S
I G
N
I S
S U
I C
I N
G
A1
EROSION CONTROL PLAN
PLAN NORTH
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. EROSION CONTROL ELEMENTS ARE SHOWN AT ALL
REQUIRED LOCATIONS. CONTRACTOR SHALL
IMPLEMENT CONTROLS AT THE CORRECT TIME
DURING CONSTRUCTION AND MODIFY OR ADD
CONTROLS AS THE NEED ARISES OR AS DIRECTED
BY THE COR. COORDINATE WITH SHEET C-002,
GENERAL EROSION CONTROL NOTES AND THE
CONTRACTOR DEVELOPED STORMWATER
POLLUTION PREVENTION PLAN (SWPPP).
2. TEMPORARY SEDIMENT TRAP - DETAIL A1/C-504
3. TEMPORARY SILT FENCE - DETAIL D6/C-504
4. TEMPORARY CONSTRUCTION ENTRANCE - DETAIL
D1/C-504
5. TEMPORARY CURB INLET GRAVEL FILTER - DETAIL
D3/C-504
6. LIMITS OF CONSTRUCTION
SCALE: 1" = 30'
0 30' 60'
SHEET KEYNOTES
GENERAL SHEET NOTES
M A
T C
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L I N
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F
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T I N
U A
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AutoCAD SHX Text H
AutoCAD SHX Text Y
APPROX.-
UNABLE TO LOCATE
APPROX.-UNABLE TO LOCATE
W
3" WATER
8" WATER
12" WATER
R
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A
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CMH 7
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AI
RIM=3218.97
INV.NW=3212.97
INV.E=3211.74
AI
RIM=3218.78
INV.SE=3215.55
INV.S=3215.52
AI
RIM=3221.70
INV=3217.00
ST
P
P P
X
X
XX
X
X
X X
X X
X
X
X
X
X
X
X
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B7520
B7274
BERGSTROM DR
MPF SITE
B8210
B7540
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US Army Corps of Engineers ®
SHEET ID
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
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C H
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K E
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B
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A N
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S U
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C O
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R A
S O
L I C
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I O
N
N
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
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D A
T E
M A
R K
D E
S C
R I P
T I O
N
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T O
B E
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A
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I N
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A
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N U
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A H
A
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R A
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A
M
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C
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N G
I N
E E
R S
FTD
ADVERTISEMENT - 100% DESIGN
A
M
S
I G
N
I S
S U
I C
I N
G
A1
OVERALL GRADING AND DRAINAGE PLAN
PLAN NORTH
1. REFER TO C-001 FOR ABBREVIATIONS AND
LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
GENERAL SHEET NOTES
SCALE: 1" = 60'
0 60' 120'
CG101 CG102
M A
T C
H
L
I N
E
D
E
L L E
D G
E
T B
E L
I A
K O
V A
L
T
A L
I A
F E
R R
O
J
H
A L
L
O V
E R
A L
L
G
R A
D I N
G
A
A
I N
A G
E
P
L A
N
CG100
A M
S
I G
N
I S
S U
I C
I N
G
AutoCAD SHX Text H
AutoCAD SHX Text Y
P
R
C P
R
C P
R
C P
12" WATER
L
V
E
CMH 7
AI
RIM=3228.77
INV.E=3223.26
INV.S=3222.95
MPF SITE
S T
S T
S
T
ST ST ST ST ST ST
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
WM
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S T
S T
S T
S T
S T
S T
S T
S
T
S
T
S
T
S
T
ST
ST
ST
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
FTD
FFE=3229.60
B8306
P P P P P P
S T
S T
S T
S T
S T
S T
S T
S T
P
P P
P
S T
P P P P P P
OFFSITE
FTU AREA
H
Y
D
UTILITY
YARD
FFE 3229.0
BERGSTROM DR
STDI-B7
STMH-B6
STCI-B5
STDI-B5.1.1
STDI-B5.1.2
STDI-B5.1.3
STCI-B5.2.1
STDI-B5.2.2
STCI-B4
STDI-B5.1.1.1
STCI-A2
STCI-A3
STCI-A4
STCI-A3.1
STCI-A3.2
STMH-C5
STMH-C6
CO INV=3226.0
CO INV=3227.0
CO INV=3227.0
CO INV=3226.5
CO INV=3225.8
CO INV=3226.0
US Army Corps of Engineers ®
SHEET ID
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
O C
T O
B E
R
B
F
I E
A
I N
I N
G
D
E T
A C
H M
E
T D
E L L S
W O
R T
H
A
R
S
E
S
O U
K
O
O
J E
M
B E
R
F
X B
M
W F
R
O M
A H
A
D
I S
T R
I C
T
C
A P
I T
A L
A
V E
N U
S
U I T
E
O M
A H
A
N
E B
R A
S K
A
M
Y
C
O R
E
N G
I N
E E
R S
FTD
ADVERTISEMENT - 100% DESIGN
A
M
S
I G
N
I S
S U
I C
I N
G
A1
GRADING AND DRAINAGE PLAN
PLAN NORTH
M A
T C
H
L I N
E
S
E
F
N
T I N
U A
T I O
N
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. CONTRACTOR SHALL COORDINATE ALL
CONSTRUCTION AT THE DEMARCATION LINE WITH
THE ADJACENT CONTRACTOR.
4. ALL SPOT ELEVATIONS ARE TRUNCATED TO SHOW
TWO DIGITS. DATUM START AT 3200.
5. SEE DETAILS FOR PIPE BEDDING REQUIREMENTS.
6. PERIMETER TRENCH DRAINS SHALL BE SLOPED AT
1% MINIMUM FROM THE STARTING POINT TO THE
CONNECTING MANHOLE OR INLET. PERFORATED
PIPE SHALL ONLY BE USED IN THE GRAVEL TRENCH
DRAIN. SOLID PIPE SHALL BE USED UNDER ALL HARD
SURFACES AND OUTSIDE THE GRAVEL TRENCH
DRAIN.
7. ALL PERIMETER DRAIN CLEANOUTS SHALL HAVE A
COLOR MATCHING 6-INCH PVC DRAIN GRATE IN LIEU
OF A CAP INSTALLED 2-INCHES ABOVE
SURROUNDING RIVER ROCK ELEVATION.
8. SDR-26 PVC STORM SEWER SHALL FOLLOW
SPECIFICATION 33 30 00.
9. SEE PROFILE FOR STORM SEWER PIPE SIZE AND
MATERIAL TYPE.
1. REINFORCED CONCRETE STORM SEWER PIPE
2. PRECAST CONCRETE MANHOLE - DETAIL D3/C-503
3. PRECAST CONCRETE DROP INLET - DETAIL D3/C-503
6. PERIMETER TRENCH DRAIN (SEE GENERAL SHEET
NOTE 7) - DETAIL F9/C-501
13. PRECAST CURB INLET - DETAIL D1/C-503
18. PROTECT UTILITY DURING GRADING OPERATION
19. LOWER GAS LINE AS NEEDED TO MAINTAIN 24" OF
COVER IN GRADED AREA
20. CLEANOUT - DETAIL D8/C-506
22. 10" PVC SDR-26 - PER SPECIFICATION 33 30 30 00
33. REMOVE RUBBLE, DEBRIS, AND SEDIMENT FROM 60"
STORM SEWER TO REMAIN TO BERGSTROM DRIVE
SHEET KEYNOTES
GENERAL SHEET NOTES
SCALE: 1" = 30'
0 30' 60'
D
E
L L E
D G
E
T B
E L
I A
K O
V A
L
T
A L
I A
F E
R R
O
J
H
A L
L
G R
A D
I N
G
A
A
I N
A G
E
P
L A
N
CG101
A M
S
I G
N
I S
S U
I C
I N
G
AutoCAD SHX Text H
AutoCAD SHX Text Y
X
X
XX
X
X
X X
X X
X
X
X
X
X
X
X
X
B7520
B7274
BERGSTROM DR
MPF SITE
MECH
COMM
ELEC
B8210
B7540
COMM
ELEC
MECH
WM
M
C
C
O
N
N
E
V
D
BERGSTROM DR
B8306
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
OFFSITE
FTU AREA
VAN
VAN
V A
N
UTILITY
YARD
FFE 3229.0
FTD
FTU
DS
DS DS
FTD
US Army Corps of Engineers ®
SHEET ID
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
O C
T O
B E
R
B
F
I E
A
I N
I N
G
D
E T
A C
H M
E
T D
E L L S
W O
R T
H
A
R
S
E
S
O U
K
O
O
J E
M
B E
R
F
X B
M
W F
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A H
A
D
I S
T R
I C
T
C
A P
I T
A L
A
V E
N U
S
U I T
E
O M
A H
A
N
E B
R A
S K
A
M
Y
C
O R
E
N G
I N
E E
R S
FTD
ADVERTISEMENT - 100% DESIGN
A
M
S
I G
N
I S
S U
I C
I N
G
A1
OVERALL SITE PLAN
PLAN NORTH
1. REFER TO C-001 FOR ABBREVIATIONS AND
LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
GENERAL SHEET NOTES
SCALE: 1" = 60'
0 60' 120'
CS101 CS102
M A
T C
H
L
I N
E
D
E
L L E
D G
E
T B
E L
I A
K O
V A
L
T
A L
I A
F E
R R
O
J
H
A L
L
O V
E R
A L L
S
I T
E
P
L A
N
CS100
A M
S
I G
N
I S
S U
I C
I N
MPF SITE
WM
FTD
FFE=3229.60
B8306
OFFSITE
FTU AREA
VAN
UTILITY
YARD
FFE 3229.0
BERGSTROM DR
R
R
R
R
20'
TYP.
T Y
P
20' 26' 20' 20' 26'
30'
38'
R
R
2.5'
6'
R
R
R
N:675380.15
E:1244322.29
N:675362.32
E:1244301.06
N:675341.70
E:1244276.52
N:675196.97
E:1244104.25
N:675118.22
E:1243975.28
N:675033.91
E:1244013.07
N:674999.10
E:1244041.69
N:675016.65
E:1244062.31
N:675050.48
E:1244032.92
N:675245.52
E:1244435.39
N:675223.92
E:1244409.77
R
R
R
R
R
34.1'
N:675210.14
E:1244421.35
N:675170.75
E:1244452.04
N:675175.08
E:1244402.17
N:675120.25
E:1244253.28
N:675070.40
E:1244180.99
15.75'
US Army Corps of Engineers ®
SHEET ID
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
O C
T O
B E
R
B
F
I E
A
I N
I N
G
D
E T
A C
H M
E
T D
E L L S
W O
R T
H
A
R
S
E
S
O U
K
O
O
J E
M
B E
R
F
X B
M
W F
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A H
A
D
I S
T R
I C
T
C
A P
I T
A L
A
V E
N U
S
U I T
E
O M
A H
A
N
E B
R A
S K
A
M
Y
C
O R
E
N G
I N
E E
R S
FTD
ADVERTISEMENT - 100% DESIGN
A
M
S
I G
N
I S
S U
I C
I N
G
A1
SITE PLAN
PLAN NORTH
M A
T C
H
L I N
E
S
E
F
N
T I N
U A
T I O
N
TYP.
TYP.
TYP.
2. PORTLAND CEMENT CONCRETE PAVEMENT AND BASE
- DETAIL G1/C-501
3. ROAD BITUMINOUS PAVEMENT AND BASE - DETAIL
E4/C-501
4. 30" CONCRETE CURB AND GUTTER MODIFIED TYPE B-
DETAIL D6/C-502
5. 30" CONCRETE CURB AND GUTTER MODIFIED TYPE BL-
DETAIL D6/C-502
6. CONCRETE SIDEWALK - DETAIL F6/C-501
7. 4" PAINTED WHITE STRIPE
8. PAINTED UNIVERSAL ACCESSIBLE SYMBOL - DETAIL
A4/C-501
9. ACCESSIBLE PARKING MARKING AND SIGN - DETAIL
A1/C-501
10. 10" WHITE STOP BAR - DETAIL B8/C-501
11. R1-1 STOP SIGN AND POST - DETAIL B4/C-501
12. ROAD CROSSWALK MARKING - DETAIL A6/C-502
14. 33' UNOBSTRUCTED SPACE
15. EXISTING UTILITY WATER PUMP FACILITY
17. DUMPSTER ENCLOSURE - SEE ARCHITECTURAL PLAN
18. ACCESSIBLE RAMP - DETAIL D3/C-502
19. UTILITY YARD - SEE ARCHITECTURAL PLANS
21. SITE HEAVY DUTY BITUMINOUS PAVEMENT AND BASE -
DETAIL G4/C-501
22. RIVER ROCK AND TRENCH DRAIN BORDER - DETAIL
F9/C-501
23. CONCRETE STOOP - SEE STRUCTURAL PLAN
24. CONCRETE WHEEL STOP - DETAIL A6/C-501
25. CONCRETE STAIRS AND LANDING - SEE STRUCTURAL
PLAN
41. TIED CONTRACTION JOINT - DETAIL F1/C-505
44. THICKENED EDGE RIGID TO FLEXIBLE PAVEMENT
JOINT - DETAIL F6/C-505
47. STRIPED ISLAND - DETAIL C8/C-501
53. 6' CURB TAPER - DETAIL E9/C-501
54. EDGE OF PAVEMENT
58. 30" CONCRETE RIBBON CURB - DETAIL D9/C-501
62. BICYCLE RACK - DETAIL A8/C-502
65. THICKENED EDGE EXPANSION JOINT AT
STRUCTURE/BLDG - DETAIL F3/C-505
69 . BUILDING BOLLARD - SEE STRUCTURAL PLAN
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION
AT THE DEMARCATION/CONSTRUCTION LIMIT LINE WITH
THE ADJACENT CONTRACTOR - SEE SHEET CD101.
4. COORDINATES FOR THE BUILDING ARE LOCATED AT THE
OUTSIDE FACE OF WALL. COORDINATE BUILDING
LAYOUT WITH THE ARCHITECTURAL PLANS.
FTD PARKING (59 FTE) 41 POV SPACES @ 70%
FTD PARKING (101 STUDENT) 61 POV SPACES @ 60%
ACCESSIBLE PARKING 5 SPACES
TOTAL POV REQUIRED/PROVIDED 102/102 POV SPACES
TOTAL ACCESSIBLE PARKING
REQUIRED/PROVIDED 5/5 SPACES
SCALE: 1" = 30'
0 30' 60'
SHEET KEYNOTES
GENERAL SHEET NOTES
PARKING ANALYSIS
6 21
TYP.
TYP.
D
E
L L E
D G
E
T B
E L
I A
K O
V A
L
T
A L
I A
F E
R R
O
J
H
A L
L
S I T
E
P
L A
N
CS101
A M
S
I G
N
I S
S U
I C
I N
APPROX.-UNABLE TO LOCATE
RICKENBACKER ST.
BERGSTROM DRIVE
BERGSTROM DRIVE BERGSTROM DRIVE
M c
C
O
N
N
E
V
D
S C
H I L L
I N
G
S
T R
E E
T
W
3" WATER
8" WATER
12" WATER
R
I
G
W
A
T
E
R
A
P
P
R
O
X
R
I C
K
E
N
B
A
C
K
R I C
K E
N B
A C
K E
R
S
T
L
V
E
CMH 7
CMH
461BD
12" RCP
P
R C
P
P
P
AI
RIM=3218.97
INV.NW=3212.97
INV.E=3211.74
AI
RIM=3218.78
INV.SE=3215.55
INV.S=3215.52
AI
RIM=3221.70
INV=3217.00
M c
C
O
N
N
E
V
D
SS SS
W W
W
W W
W
G G
W
FW
C S
C
R C
S C
R C
S C
R
CS-CR
C S
C
R C
S C
R C
S C
R
CS-CR
X
X
XX
X
X
X X
X X
X
X
X
X
X
X
X
X
W
SS SS SS
B7520
B7274
BERGSTROM DR
MPF SITE
MECH
COMM
ELEC
B8210
B7540
P
U P
U P
U P
U P
COMM
ELEC
MECH
WM
U
P
U
P
U
P
U
P
U
P
U
P
U
P
UP UP
UE
U
P
U
P
M
C
C
O
N
N
E
V
D
BERGSTROM DR
S S
S S
S S
S S
S S
B8306
S S
S S
S S
S S
S S
S S
S S
S S
S
S
S
S
S
S
SS
P P
P P
P P P P
P P
T
DS
DS
DS
DS DS
DS
DS
DS
DS
DS
DS
P
H
YD
WW
F W
W
H
YD
OFFSITE
FTU AREA
F
D C
H
YD
F
DC
H
Y D
H
Y
D
P
P P
P
P P
P
P P
P
P P
P
P P
P
EMH
G
U C
U C
U
C
U
C
U
C
U
C
U
C
U
C
U
C
U
C
U
C
U
C
U
C
U
C
U
C
U C
UC UC
U
C
U
C
U
C
U
C
U
C
C M
H
CMH
CMH
C M
H
C M
H
U C
U C
U C
U C
U C
U C
U C
U C
U C
U C
U C
U C
U C
U C
UTILITY
YARD
FFE 3229.0
T
W
CMH
E
M
H
EMH
C
M
H
C
M
H
CMH
FWFWFWFWFW
C M
H
EMH
UP
E
S
U C
U C
U C
U C
U
C
U
C
U
C
UC
U
C
FTD
UC UC UC UC UC
U C
U C
U C
U C
U C
U C
U C
UC UC UC UC UC UCCMH
FTU
DS
DS DS
US Army Corps of Engineers ®
SHEET ID
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R I P
T I O
N
O C
T O
B E
R
B
F
I E
A
I N
I N
G
D
E T
A C
H M
E
T D
E L L S
W O
R T
H
A
R
S
E
S
O U
K
O
O
J E
M
B E
R
F
X B
M
W F
R
O M
A H
A
D
I S
T R
I C
T
C
A P
I T
A L
A
V E
N U
S
U I T
E
O M
A H
A
N
E B
R A
S K
A
M
Y
C
O R
E
N G
I N
E E
R S
FTD
ADVERTISEMENT - 100% DESIGN
A
M
S
I G
N
I S
S U
I C
I N
G
A1
OVERALL UTILITY PLAN
PLAN NORTH
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
SCALE: 1" = 60'
0 60' 120'
GENERAL SHEET NOTES
CU101 CU102
M A
T C
H
L
I N
E
D
E
L L E
D G
E
T B
E L
I A
K O
V A
L
T
A L
I A
F E
R R
O
J
H
A L
L
O V
E R
A
I L
I T
Y
P
L A
N
CU100
A M
S
I G
N
I S
S U
I C
I N
G
AutoCAD SHX Text H
AutoCAD SHX Text Y
AutoCAD SHX Text D
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
12" WATER
L
V
E
CMH 7
SS SS SS SS SS
S S
W W
W W
W W
W
W W
W W
W W W
W
FW FW
C S
C
R C
S C
R C
S C
R C
S C
R C
S C
R
CS-CR CS-CR CS-CR
C S
C
R C
S C
R C
S C
R C
S C
R C
S C
R
CS-CR CS-CR CS-CR
SS SS SS SS SS SS SS
MPF SITE
S T
S
T
S T
ST ST ST ST ST ST
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
WM
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
UE
S
T
S
T
S T
S T
S T
S T
S T
S T
S T
S
T
S
T
S
T
S
T
ST
ST
ST
S T
S T
S T
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FTD
FFE=3229.60
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B8306
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UC UC UC UC UC UC UC UC UC UC UC UC
CMH
SSMH X-3
SSMH X-2
SSMH X-1
BLDG. X-5
SSMH X-4
US Army Corps of Engineers ®
SHEET ID
D R
A W
N
B
Y
D E
S I G
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D
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A
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A1
UTILITY PLAN
PLAN NORTH
M A
T C
H
L I N
E
S
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F
N
T I N
U A
T I O
N
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. REFER TO ELECTRICAL SITE PLAN FOR SITE
LIGHTING CIRCUIT LAYOUT.
4. THE CONTRACTOR SHALL COORDINATE SANITARY
SEWER CONSTRUCTION AND TIMING ACROSS
BERGSTROM DRIVE AND CONNECTION TO SSMH X-2
WITH THE FTU PROJECT.
1. 8" WATER MAIN
3. 90° BEND WITH CONCRETE THRUST BLOCK - DETAIL
A7/C-506
4. 45° BEND WITH CONCRETE THRUST BLOCK - DETAIL
A7/C-506
6. 4" CHILLED WATER SUPPLY AND RETURN
8. FIRE HYDRANT ASSEMBLY - DETAIL D1/C-506
9. 6" SANITARY SEWER PIPE
10. PRECAST SANITARY SEWER MANHOLE - DETAIL
A1/C-502
12. UNDERGROUND COMMUNICATION CONCRETE DUCT
BANK - SEE ELECTRICAL PLANS
14. UTILITY YARD - SEE ARCHITECTURAL, MECHANICAL
AND STRUCTURAL PLANS
15. FIRE DEPARTMENT CONNECTION AND DRY WELL -
DETAIL D4/C-506
19. SITE LIGHTING - SEE ELECTRICAL PLANS
21. 8x6 TEE WITH CONCRETE THRUST BLOCK - DETAIL
A4/C-506
23. EXISTING UTILITY WATER PUMP FACILITY
24. 8" SANITARY SEWER PIPE
25. UNDERGROUND COMMUNICATION CONCRETE DUCT
BANK AND MANHOLES BUILT BY MPF
27. 10" WATER MAIN
28. 6" FIRE WATER SERVICE LINE
30. 6" WATER SERVICE LINE
31. 3" WATER SERVICE LINE
33. POST INDICATOR VALVE - DETAIL A1/C-506
34. 6X6 TEE WITH 6x3 REDUCER AND CONCRETE THRUST
BLOCK - DETAIL A4/C-506
36. UNDERGROUND COMMUNICATION CABLE REROUTE
INSIDE CONCRETE DUCT BANK BUILT BY MPF PROJECT
- SEE ELECTRICAL PLANS
44. SITE LIGHTING BY MPF
46. COMMUNICATION MANHOLE - SEE ELECTRICAL PLANS
49. 8" WATER VALVE
52. 3" WATER VALVE
64. CONNECT TO FTU SANITARY SEWER MANHOLE
72. FTU SANITARY SEWER LINE
SCALE: 1" = 30'
0 30' 60'
SHEET KEYNOTES
GENERAL SHEET NOTES
D
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AutoCAD SHX Text H
AutoCAD SHX Text Y
MH
RIM=3222.80
INV.W=3213.22
INV.E=3213.20
APPROX.-UNABLE TO LOCATE
MH
RIM=3223.33
INV.W=3213.99
INV.S=3213.96
12" RCP
P
R C
P
P
AI
RIM=3218.97
INV.NW=3212.97
INV.E=3211.74
AI
RIM=3218.78
INV.SE=3215.55
INV.S=3215.52
AI
RIM=3221.70
INV=3217.00
ST ST
P
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P P
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G G
G G
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CS-CR CS-CR
CS-CR CS-CR
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W
W
FTD
FFE=3229.60
U P
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US Army Corps of Engineers ®
SHEET ID
D R
A W
N
B
Y
D E
S I G
N E
D
B
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S U
B M
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I N
E E
R S
FTD
ADVERTISEMENT - 100% DESIGN
A
M
S
I G
N
I S
S U
I C
I N
G
A1
UTILITY PLAN
PLAN NORTH
M A
T C
H
L I N
E
S
E
F
N
T I N
U A
T I O
N
1. REFER TO C-001 FOR ABBREVIATIONS AND LEGENDS.
2. REFER TO C-002 FOR GENERAL CIVIL NOTES.
3. REFER TO ELECTRICAL SITE PLAN FOR SITE
LIGHTING CIRCUIT LAYOUT.
3. 90° BEND WITH CONCRETE THRUST BLOCK - DETAIL
A7/C-506
4. 45° BEND WITH CONCRETE THRUST BLOCK - DETAIL
A7/C-506
6. 4" CHILLED WATER SUPPLY AND RETURN
11. UNDERGROUND ELECTRICAL CONCRETE DUCT BANK -
SEE ELECTRICAL PLANS
12. UNDERGROUND COMMUNICATION CONCRETE DUCT
BANK - SEE ELECTRICAL PLANS
13. TRANSFORMER AND CONCRETE PAD- SEE
ELECTRICAL PLANS
27. 10" WATER MAIN
28. 6" FIRE WATER SERVICE LINE
29. 10x10 TEE WITH 10x6 REDUCER AND WITH CONCRETE
THRUST BLOCK - DETAIL A4/C-506
30. 6" WATER SERVICE LINE
31. 3" WATER SERVICE LINE
46. COMMUNICATION MANHOLE - SEE ELECTRICAL PLANS
57. ELECTRICAL MANHOLE - SEE ELECTRICAL PLANS
65. ELECTRICAL MANHOLE BUILT BY FTU
66. COMMUNICATION MANHOLE BUILT BY FTU
67. ELECTRICAL SWITCH AND CONCRETE PAD - SEE
ELECTRICAL PLANS
68. 1 1/4" NATURAL GAS LINE
SCALE: 1" = 30'
0 30' 60'
SHEET KEYNOTES
GENERAL SHEET NOTES
67 12
D
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NEWFTD
STC 7821
EXISTING
CIRCUIT 8
FEEDER
SW-SOBA1
NEW
EXISTING
TRANSFORMER TOA-L1
FEEDER
SW-S1A1
EXISTING
EXISTING
TRANSFORMER
FEEDER
EXISTING
TRANSFORMER
FEEDER
RETERMINATE
EXISTING
500KCMIL
NEW
EM7821A
EXISTING
EMH-1
T0B2-L2
EXISTING
480Y/277V
4/0
500KCMIL1
EXISTING
TRANSFORMER TOB2-L1
FEEDER
EXISTING
TRANSFORMER TOC-L2
FEEDEREXISTING
EM0C
EXISTING
EM0A
EXISTING
EM0B2
EXISTING
EM0B1
T-7821
1500KVA
480Y/277V
4/0
4/0
NEW
EM7821B
NEW
EM7821B
EXISTING
EM0B1
500KCMIL
EXISTING
EM0B1 4/01
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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File Path:
Plot Date:
M A
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IP
T
IO
N
BIM 360://Ellsworth B21/8996-12-Ellsworth AFB B21 FTD_E19.rvt
1/17/2022 5:28:39 PM
ES601
FTD
E L
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E L L S
W O
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N.T.S.B1
ELECTRICAL SITE PRIMARY ONE-LINE DIAGRAM
GENERAL NOTES
1. REFER TO E-001 FOR LEGEND, ABBREVIATIONS, AND
GENERAL NOTES.
2. ALL SWITCHES ARE NORMALLY CLOSED UNLESS
NOTED OTHERWISE.
3. SWITCHGEAR AND FUSED SECTIONLIZIING CABINETS
HAVE BEEN DRAWN FOR CLARITY.
4. THE COMPARTMENT LOCATIONS WILL NOT ALWAYS
MATCH THE INSTALLED CONFIGURATION. VERIFY
EQUIPMENT PRIOR TO WORKING ON THE SPECIFIC
EQUIPMENT.
5. NOT ALL EQUIPMENT OR CIRCUITS HAVE BEEN
SHOWN. ONLY CIRCUITS AND EQUIPMENT THAT ARE
REQUIRED TO BE REMOVED OR MODIFED ARE
SHOWN.
6. POWER TO EXISTING BUILDINGS TO REMAIN SHALL BE
UNINTERUPTED DURING DEMOLITION AND
CONSTRUCTION. REROUTING OF PRIMARY FEEDERS
AND NEW DUCTBANK SHALL BE COMPLETED PRIOR TO
DEMOLITION OF EXISTING TO MINIMIZE DOWNTIME.
7. INSTALLATION OF NEW EQUIPMENT MUST BE
ACCOMPLISHED PRIOR TO DEMOLITION AND
REMOVAL.
8. COORDINATE REQUIRED POWER OUTAGES FOR
CHANGEOVERS WITH BASE.
9. COORDINATE DEMOLITION OF UTILITES WITH BASE PRIOR
TO COMMENCEMENT OF REQUIRED WORK.
10. ALL CABLING TO BE COPPER, REFER TO SPECIFICATIONS
FOR MORE INFORMATION.
11. CABLING SHALL BE PLACED IN DUCT BANKS SUCH THAT
THE PRIMARY FEEDER BETWEEN SWITCHES ARE IN ONE
DUCT AND ONE DUCT WILL HAVE THE RADIAL FEED TO
TRANSFORMERS ETC WITH OTHER DUCT(S) AS SPARE.
12. EXISTING EMOB1 SHOWN ON ONE-LINE MORE THAN
ONCE IS SHOWN TO SIGNIFY THAT MORE THAN ONE
FEEDER WILL BE ROUTING THRU THE SAME MANHOLE TO
NEW SWITCH SW-S0BA1 FOR CLARITY.
1. PROVIDE NEW CONDUCTORS AS INDICATED. REFER
TO SITE PLANS FOR DUCTBANK SIZE AND MORE
INFORMATION CONCERNING REROUTING AND
DEMOLITION. EXISTING CONDUCTORS MAY BE
REUSED IF LONG ENOUGH TO REACH NEW SW-S0BA1
LOCATION.
2. PROVIDE NEW TRANSFORMER. REFER TO SITE
PLANS FOR MORE INFORMATION.
3. PROVIDE NEW 12.47KV, 3-PHASE, SECTIONALIZING
TERMINATING CABINET. REFER TO SITE PLANS FOR
MORE INFORMATION.
4. PROVIDE NEW 6 WAY SF 6 SWITCH (2 THRU WAYS
AND 4 PROTECTED RADIAL WAYS). REFER TO SITE
PLANS AND SPECIFICATIONS FOR MORE
INFORMATION.
SHEET KEYNOTES
A
M -0
D E
S
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FILL WITH SEALANT
CREATE 1/8" WIDE GROOVE BY
TOOLING (OR SAW CUTTING
WITHIN 4 TO 6 HOURS AFTER
POUR) DURING FINISHING
OPERATIONS IN ACCORDANCE
WITH SPECIFICATIONS.
REINFORCED
CONCRETE SLAB. SEE
FOUNDATION PLAN
FOR THICKNESS.
CUT 50% OF REINF.
ACROSS JOINT. SEE
PLAN FOR REINF. SIZE.
VAPOR BARRIER
6" CAPILLARY
WATER BARRIER
COMPACTED SUBGRADE
PER FOUNDATION
GENERAL NOTES
4"
/4
O F
S L
P T
H
M
IN
12" GRANULAR FILL
REMOVE CAP
AND FILL WITH
SEALANT
STOP REINFORCING AT
JOINT. SEE FOUNDATION
PLAN FOR REINF SIZE.
REINFORCED CONCRETE
SLAB. SEE FOUNDATION
PLAN FOR THICKNESS.
VAPOR BARRIER
6" CAPILLARY
WATER BARRIER
COMPACTED SUBGRADE. SEE
FOUNDATION GENERAL NOTES
GALV. METAL FORM
WITH KEYWAY
12" GRANULAR FILL
2" C
LR
2" C
LR
ISOLATION JOINT PER
DETAIL E6/S-501
CONCRETE
STEM WALL
CONCRETE SLAB
(2) REENTRANT CORNER BARS
(SEE REINFORCED CONCRETE
AND FOUNDATION NOTE H ON
S-002 FOR SIZE AND LENGTH)
TYPICAL CONCRETE
SLAB OR WALL
REINFORCEMENT
ADDITIONAL OPENING REINF.:
USE SAME NUMBER OF LAYERS
AND SIZE AS REGULAR WALL OR
SLAB REINFORCING,AT SLABS
USE (2) #4 MIN.
RECTANGULAR OR ROUND
PENETRATION (OPENING)
6" TYP.
C L R
T
Y P
CONCRETECONC STEM WALL CONC STEM WALL
3" CLR.
COLUMN AND BASE PLATE
COLUMN ENCASEMENT. FILL
AROUND COLUMN WITH
CONCRETE AFTER SLAB AND
COLUMNS HAVE BEEN PLACED.
EDGE OF SLAB / ISOLATION
JOINT BETWEEN SLAB AND
FOUNDATION STEM WALL
ISOLATION JOINT
CONTRACTION JOINT, (TYP.)
NOTE:
CONTRACTION JOINTS WILL NOT LINE UP AT THE CORNER OF THE
DIAMOND AT ALL LOCATIONS. WHERE JOINTS DO NOT LINE UP TO THE
CORNERS, PROVIDE REENTRANT CORNER BARS PER DETAIL A1/S-501 AND
A7/S-501.
COLUMN AND BASE PLATE
ISOLATION JOINT
SEE E6/S-501
CONTRACTION /
CONSTRUCTINO
JOINT (TYP.)
CONTRACTION JOINT (TYP.)
COLUMN ENCASEMENT. FILL
AROUND COLUMN WITH
CONCRETE AFTER SLAB AND
COLUMNS HAVE BEEN
PLACED
3" M
IN.
NOTES:
1. CONTRACTION JOINTS MAY NOT LINE UP AT THE CORNER OF THE
DIAMOND AT ALL LOCATIONS. WHERE JOINTS DO NOT LINE UP TO THE
CORNERS, PROVIDE REETRANT CORNER BARS PER DETAIL A1/S-501
AND A7/S-501.
2. COLUMN ENCASEMENT SHALL BE POURED A MINIMUM OF 28 DAYS
AFTER SLAB IS POURED TO ALLOW FOR SHRINKAGE OF SLAB
CONCRETE.
(2) #4 REENTRANT CORNER
BARS. SEE SCHEDULE ON
S-602 FOR REQUIRED
DEVELOPMENT LENGTH)
REINFORCED
CONCRETE SLAB
FDN. WALL
CONCRETE
FDN. WALL
CONCRETE DOOR OPENING
ISOLATION JOINT
PER DETAIL E6/S-501
2" C
LR
"D d b
6db*O R3" M
IN
135° HOOK
BAR SIZE D'
1 1/2"
2"
2 1/2"
#3
#4
#5
"D" d b
90° HOOK
* PROVIDE 10db EXTENSIONS IN LIEU OF 6db AT ALL FRAME COLUMNS, GIRDERS, SHEAR WALLS AND SHEAR
WALL BOUNDARY MEMBERS.
TIES & STIRRUPS HOOKS ONLY TYPICAL COLUMN
BAR OFFSET
"D" d b d b
U .N
.O d b
OR 2 1/2"
STANDARD HOOKS
90° HOOK180° HOOK
40 DIA IN MASONRY
30 DIA. IN CONCRETE
2'-0" MIN. U.N.O.
TYP. COMPRESSION LAP SPLICE
BAR SIZE D'
6d
8d
10d
#3 THRU #8
#9 THRU #11
#14 THRU #18
NOTE:
FOR TENSION SPLICE
SEE S-602.
4db MIN.
"D
(2) #4x4'-0"
AT 4" OC AT
MID-DEPTH OF
SLAB (TYP.)
4 SETS OF #4x4'-0"
AT 4" OC AT MID-
DEPTH OF SLAB
(2) #4x4'-0" AT 4" OC
AT MID-DEPTH OF SLAB
WHERE STAGGERING JOINTS
CANNOT BE AVOIDED (TYP.)
S.J.
C .J.
ISOLATION
JOINTS (TYP.)
S.J.S.J.
(2) #4x4'-0" AT 4" OC
AT MID-DEPTH OF SLAB FOR
RE-ENTRANT CORNERS AND
12"x12" OPENING OR LARGER
C .J.
TOOL EDGE AND FILL
WITH SEALANT
SEE FOUNDATION
PLAN FOR SLAB SIZE
AND REINF SIZE.
VAPOR BARRIER
6" CAPILLARY WATER
BARRIER
COMPACTED
SUBGRADE SEE
FOUNDATION
GENERAL NOTES
1/2" THICK
PREFORMED JOINT
FILLER
FOUNDATION,
STEMWALL
(OR OTHER
STRUCTURE)
FIN.
GRADE
12" GRANULAR FILL
PERIMETER RIGID
INSULATION, SEE
ARCH.
6" 8" 6"
STOOP OR SIDEWALK. SEE
DETAIL F4/S-502 FOR STOOP,
SEE CIVIL FOR SIDEWALK, TYP
3/8" STEEL DIAMOND PLATE.
ATTACHMENT ASSEMBLY BY PLATE
MANUFACTURER. CUT 5"X7" OPENING
IN PLATE FOR DOWNSPOUT.
COORDINATE WITH ARCH.
#5 BARS, TYP
#5@12" O.C, TYP
SLOPE TRENCH AWAY
FROM BUILDING AT 1/4"
PER FOOT
3" 3"
US Army Corps of Engineers ®
SHEET ID
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C:\Revit_Local_Files\8996-12-Ellsworth AFB B21 FTD_chau.tranV9ZEF.rvt
1/18/2022 4:18:16 PM
S-501
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E L L S
W O
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H A
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F
O R
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B A
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S
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T H
D A
K O
T A
P R
O J E
C T
N U
M B
E R
F
X B
M
N.T.S.E1
TYPICAL CONTRACTION JOINT
N.T.S.E3
TYPICAL CONSTRUCTION JOINT
N.T.S.A7
TYPICAL SLAB RE-ENTRANT CORNER BARS
N.T.S.C1
TYPICAL REINFORCED CONCRETE SLAB
N.T.S.C6
TYPICAL EXTERIOR COLUMN ISOLATION JOINT
N.T.S.C3
TYPICAL INTERIOR COLUMN ISOLATION JOINT
N.T.S.A3
TYPICAL SLAB REINFORCING AT DOOR OPENING
N.T.S.E8
TYPICAL REINFORCING BAR BENDS
N.T.S.A1
TYPICAL SLAB-ON-GRADE REINF. AT
OPENING AND BLOCKOUT DETAILS
N.T.S.E6
TYPICAL ISOLATION JOINT AT SLAB PERIMETER 3
A M
-0
D E
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N.T.S.C8
TYPICAL TRENCH DETAIL
A1 A-005
A3 A-005
A7 A-005
A5 A-005
9 1
7'- 7"
9"
7'-7" 9"
9'-0 5/8"
9'- 0 5
/8"
STANDING SEAM METAL ROOF ON SLIP
SHEET, ON SELF ADHERING
UNDERLAYMENT, ON 1/2" HD POLYISO
6" CONTINUOUS RIGID
INSULATION
1 1/2" METAL DECK, RE:
STRUCTURAL
PREFINISHED METAL
FASCIA, TO MATCH SSMR
COMPOSITE METAL PANEL SOFFIT,
TO MATCH COMPOSITE METAL PANEL
COMPOSITE METAL PANEL
3" CONTINUOUS RIGID INSULATION
THRU WALL FLASHING AND METAL
DRIP EDGE
CAST STONE BAND
THRU WALL FLASHING AND METAL
DRIP EDGE
GROUT FILL
MORTAR NET
4" SPLIT FACE CMU VENEER
5/8" GLASS MAT SHEATHING
6" METAL STUD FRAMING
R-19 BATT INSULATION,
MECHANICALLY FASTENED TO STUDS
TWO LAYERS 5/8" GLASS MAT GYP
BOARD, STAGGER JOINTS
CAST STONE BAND
LIGHT GAUGE METAL TRUSS, RE:
STRUCTURAL FOR LOADING
CONCRETE SLAB, RE: STRUCTURAL
TRUE CEILING
6"X6" PREFINISHED
GUTTER
STANDING SEAM METAL ROOF ON SLIP SHEET,
ON SELF ADHERING UNDERLAYMENT, ON 1/2"
HD POLYISO
6" CONTINUOUS RIGID INSULATION
COMPOSITE METAL PANEL SOFFIT,
TO MATCH COMPOSITE METAL PANEL
PREFINISHED METAL
FASCIA, TO MATCH SSMR
COMPOSITE METAL PANEL
3" CONTINUOUS RIGID INSULATION
1 1/2" METAL DECK, RE: STRUCTURAL
FLUID APPLIED MEMBRANE AIR BARRIER
THRU WALL FLASHING AND METAL
DRIP EDGE
CAST STONE BAND
BOX BEAM HEADER
3'-0"X7'-0" INSULATED METAL DOOR
CMU VENEER JAMB (BEYOND)
CAST STONE BAND (BEYOND)
LIGHT GAUGE METAL TRUSS, RE: STRUCTURAL
FOR LOADING
TRUE CEILING
CONCRETE SLAB, RE: STRUCTURAL
A3 A-005
4'- 0"
4'- 0"
4'- 0"
8" 8"
A1 A-005
4'- 0"
4'- 0"
4'- 0"
8" 8"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
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IN
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BIM 360://Ellsworth B21/FXBM1088018 Field Training Detachment FTD_A19.rvt
1/14/2022 3:04:22 PM
A-005
FTD
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ADVERTISEMENT - 100% DESIGN
EL
LS
W O
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F O
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1/2" = 1'-0"E7 MOCK UP PLAN
1/2" = 1'-0"A3 MOCK UP WALL SECTION
1/2" = 1'-0"A1 MOCK UP WALL SECTION
1/2" = 1'-0"A5 MOCK UP ELEVATION
1/2" = 1'-0"A7 MOCK UP ELEVATION
1 CONTRACTOR TO CONSTRUCT A FULL SCALE MOCK UP
IN ACCORDANCE WITH DRAWINGS AND
SPECIFICATIONS.
2 CONTRACTOR TO COORDINATE MOCK UP LOCATION
WITH COR AND SITE SECURITY MANAGER.
GENERAL NOTES
1 CMU-1, 4" SPLIT FACE CMU VENEER ON AIR SPACE, ON
3" CONTINUOUS RIGID INSULATION, FLUID APPLIED
MEMBRANE BARRIER ON 5/8" GLASS MAT SHEATHING
ON METAL STUD FRAMING
2 CMU-2, 4" SPLIT FACE CMU VENEER ON AIR SPACE, ON
3" CONTINUOUS RIGID INSULATION, FLUID APPLIED
MEMBRANE BARRIER ON 5/8" GLASS MAT SHEATHING
ON METAL STUD FRAMING
3 CAST STONE BAND
4 COMPOSITE METAL PANEL ON 3" CONTINUOUS
INSULATION, ON 5/8" GLASS MAT SHEATHING ON
METAL STUD FRAMING
5 STANDING SEAM METAL ROOF ON SLIP SHEET, ON SELF
ADHERING UNDERLAYMENT, ON 1/2" HD POLYISO, ON 6"
CONTINUOUS RIGID INSULATION, ON 1 1/2" METAL DECK
6 COMPOSITE METAL PANEL SOFFIT TO MATCH
COMPOSITE METAL PANEL
7 PREFINISHED METAL FASCIA TO MATCH STANDING
SEAM METAL ROOF
8 PREFINISHED METAL GUTTER TO MATCH STANDING
SEAM METAL ROOF
9 SECURE PERIMETER WALL
10 PREFINISHED FLAT SEAM METAL BAND
11 INSULATED METAL DOOR FRAME
12 INSULATED METAL DOOR
13 PREFINISHED METAL DOWNSPOUT
SHEET KEYNOTES
0 6" 1' 2' 4' 0 6" 1' 2' 4' 0 6" 1' 2' 4' 0 6" 1' 2' 4'
0 6" 1' 2' 4'
NORTH
DN
COMM
AETC
CLASSROOM
AETC
CLASSROOM
AETC
CLASSROOM
AETC
CLASSROOM
AETC
CLASSROOM
AETC
CLASSROOM
CONFERENCE
7A
WOMEN
MEN
9A
6A
0A
228A
AETC
CHIEF
AETC
LEADERSHIP
ADMIN
AETC
INSTRUCTOR
OPEN
OFFICE
COMPUTER
SUPPORT
CS
STORAGE
TRAINING
SYSTEMS
SUPPORT
CENTER
7A
6A
225A
STORAGE
240A
238A
2A
243A
241A
9A
245A
2A
253A
251A
7A 23 3A23
1A
0A
2A
STAIR
160'-11"
'-9
1'-1" 22'-10" 2" 9'-6 5/8" 3 3/8"10'-0 3/8" 12'-7 5/8" 27'-5" 25'-10" 8'-11" 19'-3" 2'-5" 20'-5" 9"
1'-1" 23'-0" 5'-7" 4'-3" 22'-8" 27'-5" 10'-3" 15'-7" 3'-11" 24'-0" 3" 9'-7" 1'-6" 11'-10" 1'-3"
1'- 1"
4"
'-3
'-7
2"
8'- 1"
7'- 8"
7'- 7"
'-1
1" 1'-
1"
7'-
9'-
5"
'-0
5'- 3"
2"
7'-
'-1 0"
'-0
'-7
'-4
'-8
5'-
8"
2'-10"
2'-6" 3'-8"
1'-8" 2"
'-6
8'- 6"
'-2
5'-8"
2'- 9"
6'- 7"
'-4
2'- 6"
A2
AE302
D1
AE301A B C D E F G I
CO
RR
ID
OR
CORRIDOR
CORRIDOR
G1
C1
A4
C1 B5
B7
G1
C1 G1
G1
G1
G1
G1
A4
G1
G1
G1
G1
G1
C1 G1
G1
G1
G1G1 B2
G1
G1G1
G1
B1
G1 G1 G1
G1
G1
G1 G1
G1
B1B5
B7
B7
B7
G1
A3
AE403
MA
TC
HL
IN
E
AE
MA
TC
HL
IN
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AE
WOMEN
VESTIBULE
MEN
VESTIBULE
AE401
A6
B2
G1
4" 15'-9" 7'-1"
4" 22'-10" 2"
160'-10"
32'-8" 18'-2" 9'-3" 10'-3" 15'-7" 3'-11" 5'-8" 18'-4" 3" 9'-7" 4'-8" 9'-9"
G1
1/2" / 12"
1" / 1
2"
D6
AE301
WSTA
WSTA
LCMS /
LMS
BACKUP
SERVER
8A
235B235A
SECURITY
VESTIBULE
AVIONICS
TRAINING
AREA
H
AE403
E1
AE504
C1
AE504
C4
G1
A4 A4 G1
G1
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C1 G1
G1 G1
G1
G1
C2
B2
TYP
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US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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O R
PS
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F
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D R
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BIM 360://Ellsworth B21/FXBM1088018 Field Training Detachment FTD_A19.rvt
1/13/2022 11:44:37 AM
AE106
FTD
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F O
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1/8" = 1'-0"A2 SECOND FLOOR PLAN - AREA A
0' 2' 4' 8' 16'
NORTH
1 DUAL HEIGHT DRINKING FOUNTAIN, RE: PLUMBING
2 COMM RACKS, RE: TELECOMMUNICATIONS
3 EXPANSION JOINT
4 LCMS/LMS SERVER EQUIPMENT (NIC)
5 RECESSED FIRE EXTINGUISHER CABINET
1 ALL DIMENSIONS ARE TO FACE OF BLOCK OR FACE
OF STUD, UNLESS NOTED OTHERWISE.
2 ALL DOORS ARE 6" FROM ADJACENT WALL ON THE
HINGE SIDE UNLESS NOTED OTHERWISE
GENERAL NOTES
SHEET KEYNOTES
AM
- 0
3:
0 0
D
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IG
N
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F
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P R
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IN
G
/2
AM
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7:
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F O
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JAN
WSTA
BREAK
STAIR
210A
8A
COMM
3A
WSTA
WSTA
WSTA
WSTA
WSTA
204 MECH
4A
1A
2A
3A
4A
205A 204A
206A 215A
WSTA
CLASSROOM
216A20 2A
STAIR
96'-1" 9" 4" 20'-4" 4" 8'-7" 13'-0" 2'-9" 15'-10" 8'-9" 10'-6" 13'-10" 1'-1"
15'-0" 5'-8" 21'-7" 4" 6'-4" 12'-3" 7'-7" 6'-5" 19'-5"
1'- 1"
'-3
'-5
9'- 8"
'-5
9"
4" 8'- 3"
3"
'-6
'-6
6'- 6"
8'- 7"
'-6
'-6
6'- 6"
'-1
1"
'-1
0"
9" 4"
'-1
'-8
5'- 8" 2"
9" 4"
'-1 1"
7'-
5'-
2'- 6"
'-8
15'-0"
A1
AE301I J K L M N P
STOR
CORRIDOR
CORRIDOR
CORRIDOR
G1
G1 G1
G1 G1G1
C3A1
A1A2
A1
A1
A5
G1
G1
A4 A4
G1
A4 G1
G1
G1 G1
G1 G1
G1
G1
G1
G1
D4
C1
G1
G1
G1
MATCHLINE AE108
MA
TC
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IN
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AE
AE401
E4
AE402
D4
A2
A5
7'-5" 12'-11" 4"
G1
9A
A1
AE303
CORRIDOR
AE405
D1
AE406
D1
TYP
D1
D1
A
KEY PLAN
B
C
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
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IN
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R
S
D R
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D
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BIM 360://Ellsworth B21/FXBM1088018 Field Training Detachment FTD_A19.rvt
1/13/2022 11:44:45 AM
AE107
FTD
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B-
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F O
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1/8" = 1'-0"A4 SECOND FLOOR PLAN - AREA B
NORTH
0' 2' 4' 8' 16'
1 CONVENIENCE STAIR, OPEN TO BELOW
2 COMM RACKS, RE: TELECOMMUNICATIONS
3 MECHANICAL EQUIPMENT, RE: MECHANICAL
4 RECESSED FIRE EXTINGUISHER CABINET
1 ALL DIMENSIONS ARE TO FACE OF BLOCK OR FACE
OF STUD, UNLESS NOTED OTHERWISE.
2 ALL DOORS ARE 6" FROM ADJACENT WALL ON THE
HINGE SIDE UNLESS NOTED OTHERWISE
GENERAL NOTES
SHEET KEYNOTES
AM
- 0
3:
0 0
D
ES
IG
N
IS
S U
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F
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P R
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G
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AM
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7:
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F O
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0 0
0 0 0
0 0
0 0 0
0 0
0 0
0 0
00000
B
B B
B
B
B
B
B
B
BB
B B B B
B B
BB
B B B
B
B
B
B
B
B B
BB
B
B
B
B B
B
B
B
BB
B
B
B
0 0
A B C D E F G I J K L M N P Q R S
MATCHLINE AE115
MATCHLINE AE116
MA
TC
HL
IN
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AE
MA
TC
HL
IN
E
AE
MA
TC
HL
IN
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AE
ELEC
JAN
WSTA
COMM
AETC
CLASSROOM
AETC
CLASSROOM
AETC
CLASSROOM
AETC
CLASSROOM
AETC
CLASSROOM
AETC
CLASSROOM
BREAK
CONFERENCE
COMM
STOR
STORAGE
WOMEN
MEN
ALCOVE
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STAIR
COMM
MECHANICAL
WSTA
WSTA
WSTA
WSTA
WSTA
MECH
WSTA
CLASSROOM
AETC
CHIEF
AETC
LEADERSHIP
ADMIN
AETC
INSTRUCTOR
OPEN
OFFICE
COMPUTER
SUPPORT
CS
STORAGE
TRAINING
SYSTEMS
SUPPORT
CENTER
STORAGE
STAIR
STAIR
STOR
3 2
3 2
3 2
H
CORRIDOR
CORRIDOR
EGRESS
TRAINER
ELEVATOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
WSTA
WSTA
LCMS / LMS
BACKUP
SERVER
AVIONICS
TRAINING
AREA
SECURITY
VESTIBULE
CORRIDOR
4 4 4
4 4
REFLECTED CEILING PLAN LEGEND
OPEN TO STRUCTURE
GYPSUM BOARD CEILING
RECESSED MOUNTED LIGHT, RE: ELECTRICAL
EMERGENCY RECESSED MOUNTED LIGHT, RE: ELEC
RECESSED MOUNTED LIGHT, RE: ELECTRICAL
EMERGENCY RECESSED MOUNTED LIGHT, RE: ELEC
2X2 ACOUSTICAL CEILING TILE
PENDANT LIGHT FIXTURE, RE: ELECTRICAL
CAN LIGHT FIXTURE, RE: ELECTRICAL
EXIT LIGHT, RE: ELECTRICAL
LAY IN LINEAR LIGHT FIXTURE, RE: ELECTRICAL
TRIPLE H HIGH BAY PENDANT MOUNT, RE: ELEC
HVAC RETURN GRILL, RE: MECHANICAL
HVAC SUPPLY DIFFUSER, RE: MECHANICAL
0 OCCUPANCY SENSOR, RE: ELECTRICAL
PREFINISHED METAL SOFFIT
EMERGENCY CAN LIGHT FIXTURE, RE: ELECTRICAL
SECURITY BEACON FIXTURE, RE: ELECTRICALB
A
KEY PLAN
B
C
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
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IT
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Plot Date:
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BIM 360://Ellsworth B21/FXBM1088018 Field Training Detachment FTD_A19.rvt
1/13/2022 11:45:08 AM
AE110
FTD
SE
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D F
LO
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D C
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ADVERTISEMENT - 100% DESIGN
EL
LS
W O
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A
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F O
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BA
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, S
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AK
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PR
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C T
N U
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R : F
XB
M
1/16" = 1'-0"A1
SECOND FLOOR REFLECTED CEILING
PLAN - OVERALL
0' 4' 8' 16' 32'
NORTH
1 PERIMETER WALL TO ROOF DECK
2 COMPOSITE METAL PANEL SOFFIT, TO MATCH
COMPOSITE METAL PANEL
3 PREFINISHED GUTTER, TO MATCH STANDING SEAM
METAL ROOF
4 PREFINISHED METAL DOWNSPOUTS, TO MATCH
COMPOSITE METAL PANEL
5 CABLE TRAY, RE: TELECOMMUNICATIONS
1 ALL FINISHED CEILINGS TO BE 9'-0" ABOVE FINISHED
FLOOR, UNLESS OTHERWISE NOTED
2 RE: ROOM FINISH SCHEDULE FOR CEILING HEIGHTS
THROUGHOUT FACILITY
GENERAL NOTES
SHEET KEYNOTES
AM
- 0
3:
0 0
D
ES
IG
N
IS
S U
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F
O R
P R
IC
IN
G
/2
AM
- 0
7:
0 0
D
ES
IG
N
IS
S U
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F O
R P
R
IC
IN
G
/2
D
0 0 0 0 0
000 0
B B B
B
B
B
B
BB
B B B
B
B
B B
B
B
REFLECTED CEILING PLAN LEGEND
OPEN TO STRUCTURE
GYPSUM BOARD CEILING
RECESSED MOUNTED LIGHT, RE: ELECTRICAL
EMERGENCY RECESSED MOUNTED LIGHT, RE: ELEC
RECESSED MOUNTED LIGHT, RE: ELECTRICAL
EMERGENCY RECESSED MOUNTED LIGHT, RE: ELEC
2X2 ACOUSTICAL CEILING TILE
PENDANT LIGHT FIXTURE, RE: ELECTRICAL
CAN LIGHT FIXTURE, RE: ELECTRICAL
EXIT LIGHT, RE: ELECTRICAL
LAY IN LINEAR LIGHT FIXTURE, RE: ELECTRICAL
TRIPLE H HIGH BAY PENDANT MOUNT, RE: ELEC
HVAC RETURN GRILL, RE: MECHANICAL
HVAC SUPPLY DIFFUSER, RE: MECHANICAL
0 OCCUPANCY SENSOR, RE: ELECTRICAL
PREFINISHED METAL SOFFIT
EMERGENCY CAN LIGHT FIXTURE, RE: ELECTRICAL
SECURITY BEACON FIXTURE, RE: ELECTRICALB
A B C D E F G I
MA
TC
HL
IN
E
AE
MA
TC
HL
IN
E
AE
COMM
VESTIBULE
LOBBY
SECURE
PERSONNEL
VESTIBULE
LACTATION
ROOM
FACILITY
STORAGE
DE-ICING
TRAINER
CORRIDOR
STAIR
129 CLASSROOM
CLASSROOM
MASS
BRIEFING
ROOM
TESTING
MEN
WOMEN
BREAK
ROOM
CONFERENCE
MEETING
COMPUTER
LAB
JAN
STORAGE
MTF
CHIEF
MTF
NCOIC/DOI
MTF
INSTRUCTORS
AND
MANAGERS
WOMEN
MEN
WOMEN
VESTIBULE
MEN
VESTIBULE
CORRIDOR
WOMEN
VESTIBULE
MEN
VESTIBULE
SECURITY
VESTIBULE
H
10'-0"
10'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0" 9'-0"
9'-0"9'-0"
8'-0"
9'-0"
8'-0"
12'-0" 9'-0" 9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
8'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0" 9'-0"9'-0"
9'-0" 9'-0"
10'-0"
9'-0"
9'-0" 9'-0"
10'-0"
WSTA
CORRIDOR
8'-6"
8'-6"
8'-0"
8'-0"
8'-0"
ALCOVE
A
KEY PLAN
B
C
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
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D
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D B
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D B
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SI
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IS
SU
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AT
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C O
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TR
AC
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N O
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C
IT
AT
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2 3 4 5 6 7 8 9 10
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B
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Plot Date:
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BIM 360://Ellsworth B21/FXBM1088018 Field Training Detachment FTD_A19.rvt
1/13/2022 11:45:24 AM
AE111
FTD
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B-
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F2
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ADVERTISEMENT - 100% DESIGN
EL
LS
W O
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TH
A
IR
F O
R C
E
BA
SE
, S
O U
TH
D
AK
O
TA
PR
O
JE
C T
N U
M
BE
R : F
XB
M
1/8" = 1'-0"A1
FIRST FLOOR REFLECTED CEILING
PLAN - AREA A
0 4' 8' 16' 32'
NORTH
1 COMPOSITE METAL PANEL SOFFIT, TO MATCH
COMPOSITE METAL PANEL
2 GYPSUM BOARD BULKHEAD
3 EXPANSION JOINT AT SLAB ABOVE
4 ACT CEILING EXPANSION JOINT, TYP.
5 CABLE TRAY, RE: TELECOMMUNICATIONS
GENERAL NOTES
SHEET KEYNOTES
1 ALL FINISHED CEILINGS TO BE 9'-0" ABOVE FINISHED
FLOOR, UNLESS OTHERWISE NOTED
2 RE: ROOM FINISH SCHEDULE FOR CEILING HEIGHTS
THROUGHOUT FACILITY
AM
- 0
3:
0 0
D
ES
IG
N
IS
S U
ED
F
O R
P R
IC
IN
G
/2
AM
- 0
7:
0 0
D
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IG
N
IS
S U
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F O
R P
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IC
IN
G
/2
0 0
0 0
0 0
B
B B
B
B
B
B
B
B
BB
B
B
B
B
BB
B
B
B
B B
BB
B
0 0
REFLECTED CEILING PLAN LEGEND
OPEN TO STRUCTURE
GYPSUM BOARD CEILING
RECESSED MOUNTED LIGHT, RE: ELECTRICAL
EMERGENCY RECESSED MOUNTED LIGHT, RE: ELEC
RECESSED MOUNTED LIGHT, RE: ELECTRICAL
EMERGENCY RECESSED MOUNTED LIGHT, RE: ELEC
2X2 ACOUSTICAL CEILING TILE
PENDANT LIGHT FIXTURE, RE: ELECTRICAL
CAN LIGHT FIXTURE, RE: ELECTRICAL
EXIT LIGHT, RE: ELECTRICAL
LAY IN LINEAR LIGHT FIXTURE, RE: ELECTRICAL
TRIPLE H HIGH BAY PENDANT MOUNT, RE: ELEC
HVAC RETURN GRILL, RE: MECHANICAL
HVAC SUPPLY DIFFUSER, RE: MECHANICAL
0 OCCUPANCY SENSOR, RE: ELECTRICAL
PREFINISHED METAL SOFFIT
EMERGENCY CAN LIGHT FIXTURE, RE: ELECTRICAL
SECURITY BEACON FIXTURE, RE: ELECTRICALB
A B C D E F G I
MA
TC
HL
IN
E
AE
MA
TC
HL
IN
E
AE
COMM
AETC
CLASSROOM
AETC
CLASSROOM
AETC
CLASSROOM
AETC
CLASSROOM
AETC
CLASSROOM
AETC
CLASSROOM
CONFERENCE
STOR
WOMEN
MEN
COMM
AETC
CHIEF
AETC
LEADERSHIP
ADMIN
AETC
INSTRUCTOR
OPEN
OFFICE
COMPUTER
SUPPORT
CS
STORAGE
TRAINING
SYSTEMS
SUPPORT
CENTER
STORAGE
STAIR
WOMEN
VESTIBULE
MEN
VESTIBULE
COMM
1 2
WSTA
WSTA
LCMS /
LMS
BACKUP
SERVER
AVIONICS
TRAINING
AREA
H
14'-6 1/2"
14'-6 1/2"
9'-0"
9'-0" 9'-0"
8'-0"
9'-0"
8'-0"
14'-6 1/2"
9'-0"
9'-0"
10'-0"
9'-0"
8'-0"
9'-0"
9'-0"
9'-0"
8'-0"
14'-6 1/2"
10'-0"
9'-0"
9'-0"
9'-0" 9'-0"
9'-0"
8'-0"
9'-0"
9'-0"
8'-0"
9'-0"
9'-0"
9'-0"
8'-0"
9'-0" 9'-0"
9'-0" 9'-0"
9'-0"
3 1 2 3 3
14'-6 1/2"
4 4
4 4
A
KEY PLAN
B
C
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
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IG
N
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B
Y:
SU
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D B
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SI
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C H
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D B
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AN
SI
D
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SU
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C O
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TR
AC
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File Path:
Plot Date:
M
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BIM 360://Ellsworth B21/FXBM1088018 Field Training Detachment FTD_A19.rvt
1/13/2022 11:45:37 AM
AE114
FTD
SE
C
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LO
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LD
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AI
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AC
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TD
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AH
A D
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TR
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T
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AP
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O
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AV
EN
U
E, S
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IT
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O
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A, N
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R
AS
KA
D . R
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M . R
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G E
R . W
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R
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F2
1R
ADVERTISEMENT - 100% DESIGN
EL
LS
W O
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TH
A
IR
F O
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E
BA
SE
, S
O U
TH
D
AK
O
TA
PR
O
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C T
N U
M
BE
R : F
XB
M
1/8" = 1'-0"A1
SECOND FLOOR REFLECTED CEILING
PLAN - AREA A
NORTH
0 2' 4' 8' 16'
1 PREFINISHED GUTTER TO MATCH STANDING SEAM
METAL ROOF
2 COMPOSITE METAL PANEL SOFFIT TO MATCH
COMPOSITE METAL PANEL
3 PREFINISHED DOWNSPOUT TO MATCH COMPOSITE
METAL PANEL
4 GYPSUM BOARD BULKHEAD
5 EXPANSION JOINT AT TRUE CEILING ABOVE
6 ACT CEILING EXPANSION JOINT, TYP.
7 CABLE TRAY, RE: TELECOMMUNICATIONS
GENERAL NOTES
SHEET KEYNOTES
1 ALL FINISHED CEILINGS TO BE 9'-0" ABOVE FINISHED
FLOOR, UNLESS OTHERWISE NOTED
2 RE: ROOM FINISH SCHEDULE FOR CEILING HEIGHTS
THROUGHOUT FACILITY
AM
- 0
3:
0 0
D
ES
IG
N
IS
S U
ED
F
O R
P R
IC
IN
G
/2
AM
- 0
7:
0 0
D
ES
IG
N
IS
S U
ED
F O
R P
R
IC
IN
G
/2
0 0 0
0 0
B B B
B B
BB
B B B
B
B
B
B
B
B
REFLECTED CEILING PLAN LEGEND
OPEN TO STRUCTURE
GYPSUM BOARD CEILING
RECESSED MOUNTED LIGHT, RE: ELECTRICAL
EMERGENCY RECESSED MOUNTED LIGHT, RE: ELEC
RECESSED MOUNTED LIGHT, RE: ELECTRICAL
EMERGENCY RECESSED MOUNTED LIGHT, RE: ELEC
2X2 ACOUSTICAL CEILING TILE
PENDANT LIGHT FIXTURE, RE: ELECTRICAL
CAN LIGHT FIXTURE, RE: ELECTRICAL
EXIT LIGHT, RE: ELECTRICAL
LAY IN LINEAR LIGHT FIXTURE, RE: ELECTRICAL
TRIPLE H HIGH BAY PENDANT MOUNT, RE: ELEC
HVAC RETURN GRILL, RE: MECHANICAL
HVAC SUPPLY DIFFUSER, RE: MECHANICAL
0 OCCUPANCY SENSOR, RE: ELECTRICAL
PREFINISHED METAL SOFFIT
EMERGENCY CAN LIGHT FIXTURE, RE: ELECTRICAL
SECURITY BEACON FIXTURE, RE: ELECTRICALB
I J K L M N P Q R S
MATCHLINE AE116
MA
TC
HL
IN
E
AE
JAN
WSTA
BREAK
STAIR
COMM
WSTA
WSTA
WSTA
WSTA
WSTA
MECH
WSTA
CLASSROOM
STAIR
STOR
14'-6 1/2"
9'-0" 9'-0"
9'-0"
9'-0"
9'-0"
14'-6 1/2"
9'-0"
8'-0"
9'-0"
8'-0"
9'-0"
9'-0"
9'-0" 9'-0" 9'-0"
9'-0"
14'-6 1/2"
8'-0"
8'-0"
6 6
9'-0"
14'-6 1/2"
A
KEY PLAN
B
C
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
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C
IT
AT
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N N
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2 3 4 5 6 7 8 9 10
F
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B
A
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File Path:
Plot Date:
M
AR
K D
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BIM 360://Ellsworth B21/FXBM1088018 Field Training Detachment FTD_A19.rvt
1/13/2022 11:45:59 AM
AE115
FTD
SE
C
O N
D F
LO
O
R R
EF
LE
C
TE
D C
EI
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N G
P
LA
N
AR
EA
B
B-
: F
IE
LD
T
R
AI
N
IN
G D
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AC
H M
EN
T
(F
TD
O
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AH
A D
IS
TR
IC
T
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AP
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O
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AV
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U
E, S
U
IT
E
O
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AH
A, N
EB
R
AS
KA
D . R
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Y
M . R
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BI
N
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N
D . E
LL
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G E
R . W
EN
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N O
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M
BE
R
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F2
1R
ADVERTISEMENT - 100% DESIGN
EL
LS
W O
R
TH
A
IR
F O
R C
E
BA
SE
, S
O U
TH
D
AK
O
TA
PR
O
JE
C T
N U
M
BE
R : F
XB
M
1/8" = 1'-0"A1
SECOND FLOOR REFLECTED CEILING
PLAN - AREA B
0 2' 4' 8' 16'
NORTH
GENERAL NOTES
SHEET KEYNOTES
1 ALL FINISHED CEILINGS TO BE 9'-0" ABOVE FINISHED
FLOOR, UNLESS OTHERWISE NOTED
2 RE: ROOM FINISH SCHEDULE FOR CEILING HEIGHTS
THROUGHOUT FACILITY
1 PREFINISHED GUTTER TO MATCH STANDING SEAM
METAL ROOF
2 COMPOSITE METAL PANEL SOFFIT TO MATCH
COMPOSITE METAL PANEL
3 PREFINISHED DOWNSPOUT
4 SPECIAL CEILING OUTLET RE: ELECTRICAL
5 CABLE TRAY RE: TELECOMMUNICATIONS
6 GYPSUM BOARD BULKHEAD
AM
- 0
3:
0 0
D
ES
IG
N
IS
S U
ED
F
O R
P R
IC
IN
G
/2
AM
- 0
7:
0 0
D
ES
IG
N
IS
S U
ED
F O
R P
R
IC
IN
G
/2
B
B B B
B
B
B
REFLECTED CEILING PLAN LEGEND
OPEN TO STRUCTURE
GYPSUM BOARD CEILING
RECESSED MOUNTED LIGHT, RE: ELECTRICAL
EMERGENCY RECESSED MOUNTED LIGHT, RE: ELEC
RECESSED MOUNTED LIGHT, RE: ELECTRICAL
EMERGENCY RECESSED MOUNTED LIGHT, RE: ELEC
2X2 ACOUSTICAL CEILING TILE
PENDANT LIGHT FIXTURE, RE: ELECTRICAL
CAN LIGHT FIXTURE, RE: ELECTRICAL
EXIT LIGHT, RE: ELECTRICAL
LAY IN LINEAR LIGHT FIXTURE, RE: ELECTRICAL
TRIPLE H HIGH BAY PENDANT MOUNT, RE: ELEC
HVAC RETURN GRILL, RE: MECHANICAL
HVAC SUPPLY DIFFUSER, RE: MECHANICAL
0 OCCUPANCY SENSOR, RE: ELECTRICAL
PREFINISHED METAL SOFFIT
EMERGENCY CAN LIGHT FIXTURE, RE: ELECTRICAL
SECURITY BEACON FIXTURE, RE: ELECTRICALB
I J K L M N P Q R S
MA
TC
HL
IN
E
AE
MATCHLINE AE115
ELEC
COMM
STOR
STORAGE
ALCOVE
STAIR
MECHANICAL
ELEVATOR
CORRIDOR
1 2
9'-0" 14'-6 1/2"
29'-6 1/2"
29'-6 1/2"
29'-6 1/2"
29'-6 1/2"
29'-6 1/2"
14'-6 1/2"
14'-6 1/2"14'-6 1/2"
14'-6 1/2"
9'-0"
14'-6 1/2"
231 3 21
14'-6 1/2"
A
KEY PLAN
B
C
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
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IN
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R
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D R
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B Y:
D
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B
Y:
SU
BM
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D B
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SI
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C H
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D B
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BIM 360://Ellsworth B21/FXBM1088018 Field Training Detachment FTD_A19.rvt
1/13/2022 11:46:26 AM
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1/8" = 1'-0"A1
SECOND FLOOR REFLECTED CEILING
PLAN - AREA C
NORTH
0 2' 4' 8' 16'
GENERAL NOTES
SHEET KEYNOTES
1 ALL FINISHED CEILINGS TO BE 9'-0" ABOVE FINISHED
FLOOR, UNLESS OTHERWISE NOTED
2 RE: ROOM FINISH SCHEDULE FOR CEILING HEIGHTS
THROUGHOUT FACILITY
1 PREFINISHED GUTTER TO MATCH STANDING SEAM
METAL ROOF
2 COMPOSITE METAL PANEL SOFFIT TO MATCH
COMPOSITE METAL PANEL
3 PREFINISHED DOWNSPOUT
4 GYPSUM BOARD BULKHEAD
5 CABLE TRAY, RE: TELECOMMUNICATIONS
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A2
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PART TASK
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11 13
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COMM
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STORAGE
15 15
22 24
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4 4
3" / 12" 3" / 12"
EL. 100'-0"
FIRST FLOOR
EL. 115'-0"
SECOND FLOOR
EL. 130'-0"
HIGH BAY BEARING
A2
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COMPUTER
SUPPORT
MASS
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ROOM
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AE304
A5
AE305
A6
11 13
D6
AE301
AE502
A7
SECURITY
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17 TYP
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D1
AE301
A B C
FACILITY
STORAGE
AE305
A1
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AE501
A7
BEYOND
TYP
US Army Corps of Engineers ®
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N N
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BIM 360://Ellsworth B21/FXBM1088018 Field Training Detachment FTD_A19.rvt
1/13/2022 11:46:44 AM
AE301
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1/8" = 1'-0"A1 BUILDING SECTION
0' 2' 4' 8' 16'1/8" = 1'-0"D1 BUILDING SECTION
0' 2' 4' 8' 16'
1 4" SPLIT FACE CMU VENEER (CMU-1)
2 COMPOSITE METAL PANEL
3 STANDING SEAM METAL ROOF (SSMR-1)
4 SOLID CORE WOOD DOOR
5 INSULATED COILING OVERHEAD DOOR
6 MECHANICAL EQUIPMENT, RE: MECHANICAL
7 LIGHT FIXTURE, RE: ELECTRICAL
8 CEILING, RE: ROOM FINISH SCHEDULE
9 LIGHT GAUGE METAL TRUSS, RE: STRUCTURAL FOR
LOADING
10 6" INTERIOR METAL STUD WALL
11 3 5/8" INTERIOR METAL STUD WALL
12 CONCRETE SLAB ON METAL DECK, RE: STRUCTURAL
13 COMPOSITE METAL PANEL SOFFIT TO MATCH
COMPOSITE METAL PANEL
14 ALUMINIUM STOREFRONT ENTRY SYSTEM
15 GYPSUM BOARD BULKHEAD
16 CAST STONE ACCENT BAND
17 LIGHTNING PROTECTION TERMINAL, RE: ELECTRICAL
18 PREFINISHED METAL GUTTER TO MATCH STANDING
SEAM METAL ROOF
19 PREFINISHED METAL DOWNSPOUT TO MATCH SSMR-1
20 STANDING SEAM METAL ROOF (SSMR-2)
21 4" SPLIT FACE CMU VENEER (CMU-2)
22 RECESSED FIRE EXTINGUISHER CABINET
23 RAISED FLOORING
24 EMERGENCY EYEWASH STATION, RE: PLUMBING
25 1 1/2" PIPE HANDRAIL SYSTEM, PAINT
26 CONCRETE STEPS/STOOPS, RE: STRUCTURAL
27 STEEL PAN AND CONCRETE STAIR
SHEET KEYNOTES
1/8" = 1'-0"D6 BUILDING SECTION
0' 2' 4' 8' 16'
AM
- 0
3:
0 0
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1 ALL PREFINISHED METAL DOWNSPOUTS ARE TO MATCH
SSMR-1 UNLESS OTHERWISE NOTED
2 ALL MASONRY MORTAR TO MATCH THE…
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