Am_0002_ELB1_Fuel_System_Maint_Dock_100_Per_Des_Vol_I_Part2.pdf
PDF 43 MB Posted
- Attached to
- B-21 Fuels System Maintenance Dock
- Solicitation number
- W9128F24R0019
About this file
This document provides details for a federal contract opportunity to provide fuel system maintenance for the B-21 dock located at the Department of the Army Corps of Engineers Engineering District Omaha. The solicitation number for this opportunity is W9128F24R0019 and it is seeking a contractor to provide fuel system maintenance for the B-21 dock. Responses are due by the date listed on the solicitation and the contract will be awarded shortly after to provide these services. The selected contractor will maintain the fuel systems for the dock, ensuring they remain operational to support the B-21 program. This is a standard contracting opportunity following typical federal acquisition regulations and guidelines.
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DOCK 70
DOCK 71
DOCK 72
DOCK 73
DOCK 81
DOCK 82
DOCK 80
DOCK 81
SD
SD
SD
G G
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1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND
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2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.
3. REFER TO SHEET C-002 FOR GENERAL CIVIL DEMOLITION
NOTES.
4. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
SCALE: 1" = 20' 0 20' 40' 60'10'A1 OVERALL DEMOLITION PLAN NORTH
IN
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C /L
C/L
C/L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C
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/L C
/L C
/L C
/L C
/L C
/L C
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/L C
/L C
/L C
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C/L
C/L
C/L C/L
C /L
C /L
C /L
C /L
C /L
C /L
C/LC/LC/LC/LC/LC/L
C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L C/L
LO
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LO
D
LO
D
LO
D
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LO
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LODLOD
LO
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LO
D
LO
D
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D
LO
D
LO
D
LO
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LODLO
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LOD
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LO
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LO
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CP 310
AG AG AG AG
AG AG AG
AGAGAGAG
ASPHALT
ASPHALT
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CASTLE DRIVE
(CONCRETE)
ASPHALT
AS
PH
AL
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HANGAR DOOR RAILS
ASPHALT
ASPHALT
ELECTRIC CONDUIT
AND JUNCTION BOX
JB
D S
D S
D S
D S
D S
BU
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4" VCP
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EL=3236.37
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EL=3236.38
DOOR THRESHOLD
EL=3235.93
AIR
CONDITIONER
CONCRETE
PATIO
WOODEN
PRIVACY FENCE
WOODEN
PRIVACY
FENCE
CANOPY
SHELTER
SIDEWALK
SIDEWALK
SI
D
EW
AL
K
CONCRETE
CONCRETE
CURB
DOOR THRESHOLD
EL=3236.36
ASPHALT
ELECTRIC MH
MH RIM=3237.14
BOTTOM VAULT=3227.88COMMUNICATIONS MH
MH RIM=3236.67
BOTTOM VAULT=3227.98
OVERHEAD DOOR
THRESHOLD EL=3236.46
CONCRETE
CP 307
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GIS DATA
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GIS DATA
FIELD SURVEY DATA
GIS DATA
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1 2 3 4 5 ADVERTISEMENT - 100% DESIGN
W
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MATCH LINE - SEE SHEET CD102 FOR CONTINUATION
C/L CONSTRUCTION LIMITS
DEMOLISH CONCRETE PAVEMENT
DEMOLISH CURB OR CURB AND
GUTTER
DEMOLISH SITE UTILITY
DEMOLISH SITE STRUCTUREX
SHEET KEYNOTES
1. DEMOLISH EXISTING CONCRETE PAVEMENT TO NEAREST
JOINT.
2. DEMOLISH EXISTING CURB OR CURB AND GUTTER TO
NEAREST JOINT.
3. DEMOLISH EXISTING FIRE HYDRANT, WATER VALVE AND
FIRE LINE.
4. (NOT USED)
5. DEMOLISH EXISTING 19" PCC AIRFIELD PAVEMENT TO
NEAREST JOINT. DOUBLE SAWCUT AT JOINT.
6. DEMOLISH EXISTING DOCK 80.
7. DEMOLISH EXISTING SANITARY SEWER LINE.
8. DEMOLISH EXISTING 2" WATER LINE AND CAP AT MAIN (TO
REMAIN).
9. DEMOLISH / ABANDON EXISTING ELECTRICAL LINE AS
INDICATED ON SHEET ESD101. SEE GENERAL SHEET NOTE
#5, THIS SHEET.2
LEGEND:
12. DEMOLISH EXISTING ASPHALT PAVEMENT.
DEMOLISH ASPHALT PAVEMENT
NORTH
15. DEMOLISH EXISTING CONCRETE SIDEWALK TO NEAREST JOINT.
DEMOLISH CONCRETE SIDEWALK
TAXIWAY SHOULDER
80 ROW
TAXIWAY
LOD LOD LIMITS OF DISTURBANCE
16. DEMOLISH EXISTING SANITARY SEWER MANHOLE.
17. (NOT USED)
GENERAL SHEET NOTES
1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.
3. REFER TO SHEET C-002 FOR GENERAL CIVIL DEMOLITION
NOTES.
4. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION
PLANS AND SHALL BE READ WITH THE FULL SET TO BEST
ENSURE PROPER INTERPRETATION.
5. ELECTRICAL AND COMMUNICATION LINES THAT ARE SHOWN TO
BE DEMOLISHED SHALL BE ABANDONED UNDER
EXISTINGCONCRETE TO REMAIN. REFER TO SHEET ESD101 FOR
ELECTRICAL AND COMMUNICATIONS DEMOLITION
INFORMATION.
6. PROTECT ALL CP STATIONS DURING ALL PHASES OF
CONSTRUCTION.
II
ST
OP
STOP
CP 308
CP 309
CP 312
CP 310
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JB
ST
OP
STOP I
I
I
W V
WV
W V
I
JB
CPT
I
CPT
AG
AG
E
G
JB
AG
AG
AG
AG
AG
AG
AG
JB
JB
CP 307
JB
JB
W
V CPT
CPT
I I
JB
JB
N.T.S.
KEY PLAN NORTH
CD102
CD101
DEMOLISH SITE STRUCTURE IN ITS
ENTIRETY (SLABS, BUILDINGS, WALLS,
STAIRS, ETC.) UNLESS OTHERWISE NOTED.
14. DEMOLISH EXISTING ELECTRIC VAULT, COMMUNICATIONS
VAULT, TRANSFORMER, CABINET AND/OR MANHOLE.
13. DEMOLISH / ABANDON EXISTING COMMUNICATIONS LINE AS
INDICATED ON SHEET ESD101. SEE GENERAL SHEET NOTE
#5, THIS SHEET.
X
XX
DOCK 80
DOCK 81
SD
SD
SD
SD
SD
SD
G G
G G
G G
GE
E
E E
E E
E E
E E
E E
EEEEEEEE
E
EEEEE
COMM
COMM
C O
M M
C O
M M
F F
F F
F F
F F
F
SD
SD
SD
SD
SD
SD
W W
W W
W W
W W
W
F
SA
N
SA
N
SA
N
SA
N
SA
N
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IINW INW INW INW INW INW
IN
W
SAN
SAN
SAN
SAN
INWINW
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
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 E
E E
E E
E E
E
E
E
E
E E
E E
E
EE
E
E E
E
E E
E E
E E
E E
E E
E E
E E
E E
E
E E
E E
E E
E E
E E
E E
E E
E E
E
E E
E E
E E
E E
E E
E
E E
E E
E E
E
E
E
E
E
E
E E
E E
E E
E E
E E
E
COMM
C O
M M
CO
M
M
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
F F F F F F F F F F F F F F F F F F
F
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
C P
C P
C P
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
F F F F F
I
SD
SD
SD
SD
SD
SD
SD
E E
E E
E
E E
E
E
E
E
G
COMM
C O
M M
C O
M M
C O
M M
C O
M M
C O
M M
COMM
COMM
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C/LC/L
C /L
C/LC/LC/LC/LC/L
C
/LC/L
C/L
C /L
C/L
C/L
C/L
C/L
C/L
C/L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C/LC/L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C/L
C/L
C/ L
C/L
C/L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLODLOD
LO
D
LODLODLODLODLOD
LO
DLOD
LOD
LO
D
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LODLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
CP 308
AG
JB
CONCRETE
AG
CONCRETE
JB
BE
R
G
ST
R O
M D
R
IV
E
D O
O R
O
VE
R H
EA
D
O
VE
R H
EA
D
O
VE
R H
EA
D
D O
O R
D O
O R
CP 309
CP 312
AG AG
AG
AG AG
AG
AG AG
AG
AG AG AG
AGAG
AG
BU
IL
D
IN
G
SI
D
EW
AL
K
SIDEWALK
CONCRETE
CONCRETE
CONCRETE
HANGAR DOOR RAILS
HANGAR DOOR RAILS
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
CPT
CPT
DS
D S
D S
AG
AG
D S
D S
D S
METAL STEPS AND LANDING
FOR UPPER DOOR
DS
CONCRETE
JB
METAL
HAND
RAIL
6"
PVC
DOOR THRESHOLD
EL=3236.42
DOOR THRESHOLD
EL=3236.46
OVERHEAD DOOR
THRESHOLD EL=3236.34
CONCRETE
CURB
DOOR THRESHOLD
EL=3236.07
OVERHEAD DOOR
THRESHOLD EL=3236.19
CONCRETE CURB
TRANSFORMER ON
CONCRETE PAD
SI
D
EW
AL
K
ELECTRIC MH (APPROXIMATE)
MH RIM=3237.21
BOTTOM VAULT=3224.31
COMMUNICATIONS MH (APPROXIMATE)
MH RIM=3237.20
BOTTOM VAULT=3225.13
CONCRETE
ELECTRIC MH
MH RIM=3237.27
BOTTOM
VAULT=3223.39
SECTIONALIZING
CABINET ON
CONCRETE PAD
SIDEWALK
SI
DE
W
AL
K
BOLLARDS
AG
AG
AG
AG
AG
AG
CONCRETE
CONCRETE
C O
N C
R
ET
E
CONCRETE
CONCRETE
JB
CONCRETE
JB
JB
(C O
N C
R
ET
E)
ELECTRIC MH LID -
SURVEYOR OBSERVED NO MH RIM,
BELIEVES THERE IS NO VAULT, JUST
LID LAYING ON GROUND
(CAN'T MOVE, FROZEN TO GROUND)
BUILDING 7244
DOCK 80
90 ROW
APRON
80 ROW
APRON
EX GRASS
EX GRASS
EX GRASS
EX GRASS
EX GRASS
EX GRASS
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FIELD SURVEY DATA
GIS DATA
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
X
X
X
BUILDING 7242
DOCK 81
X
G G
G G
G G
G G
G G 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
CO
M
M
SD
W W
W W
W
F
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
I
IN
W
IN
W
IN
W
E
C P
C P
INWINW
IN
W
IN
W
IN
W
G
G
G
COMM COMM
C O
M M
IN
W
IN
W
IN
W
IN
W
IN
WSD
SD
SD
SD
SD
SD
SD
W W
W W
W W
W W
W
E E
E E
E E E
E E
E E
E E
E E
E E E
E
E E
E
E
E
E E
EEE
E E
E E
E E
E E
E E
E E
E
LODLOD
LO
D
LOD LOD
LO
D
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
C/L C/L C /L
C /L
C/L C/
LC/L
C/L
C/L
C/LC/LC/LC/L
C /L
C/L
C /L
C /L
C /L
C /L
C /L
C /L
C /L
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD
LOD
LOD
LOD
LO
D
LOD
LOD
LOD
LODLOD
LO
D
LO
D
LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
BE
R
G
ST
R O
M D
R
IV
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O N
C R
ET
E)
CONCRETE
CONCRETE
CONCRETE
EX GRASS
D
EM
O
LI
TI
O
N P
LA
N
CD102SCALE: 1" = 20' 0 20' 40' 60'10'A1 DEMOLITION PLAN
SO
LI
C
IT
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N N
O
FI
LE
N
AM
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D R
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N
B Y:
C H
EC
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D B
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D
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IG
N
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B
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D
ES
C R
IP
TI
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D
2 3
C
4 5
A
B
M
AR
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SU
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FI
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BE
R
SI
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SU
BM
IT
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D B
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C O
N
TR
AC
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N O
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US Army Corps of Engineers
Omaha District
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
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EL
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W O
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D . L
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D
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D S
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MATCH LINE - SEE SHEET CD101 FOR CONTINUATION
GENERAL SHEET NOTES
1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.
3. REFER TO SHEET C-002 FOR GENERAL CIVIL DEMOLITION
NOTES.
4. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
5. ELECTRICAL AND COMMUNICATION LINES THAT ARE SHOWN
TO BE DEMOLISHED SHALL BE ABANDONED UNDER EXISTING
CONCRETE TO REMAIN. REFER TO SHEET ESD101 FOR
ELECTRICAL AND COMMUNICATIONS DEMOLITION
INFORMATION.
2 9
NORTH
C/L CONSTRUCTION LIMITS
DEMOLISH CONCRETE PAVEMENT
DEMOLISH SITE STRUCTURE IN ITS
ENTIRETY (SLABS, BUILDINGS, WALLS,
STAIRS, ETC.) UNLESS OTHERWISE NOTED.
DEMOLISH CURB OR CURB AND
GUTTER
DEMOLISH SITE UTILITY
DEMOLISH SITE STRUCTUREX
SHEET KEYNOTES
1. DEMOLISH EXISTING CONCRETE PAVEMENT TO NEAREST
JOINT.
4. (NOT USED)
5. DEMOLISH EXISTING 19" PCC AIRFIELD PAVEMENT TO NEAREST
JOINT. DOUBLE SAWCUT AT JOINT.
6. DEMOLISH EXISTING DOCK 80.
7. DEMOLISH EXISTING SANITARY SEWER LINE.
LEGEND:
DEMOLISH CONCRETE SIDEWALK
80 ROW
APRON
LOD LOD LIMITS OF DISTURBANCE
II
ST
OP
STOP
CP 308
CP 309
CP 312
CP 310
I I
AG AG AG AG
AG AG AG
AGAGAGAG
AG AG
AG
AG AG
AG
AG AG
AG
AG AG AG
AGAG
AG AG
WV WV WV
I
JB
ST
OP
STOP I
I
I
W V
WV
W V
I
JB
CPT
I
CPT
AG
AG
E
G
JB
AG
AG
AG
AG
AG
AG
AG
JB
JB
CP 307
JB
JB
W
V CPT
CPT
I I
JB
JB
N.T.S.
KEY PLAN NORTH
CD101
3. DEMOLISH EXISTING FIRE HYDRANT, WATER VALVE AND FIRE
LINE.
2. DEMOLISH EXISTING CURB OR CURB AND GUTTER TO NEAREST
JOINT.
10. EXISTING 2" NATURAL GAS LINE TO BE DEMOLISHED AND
REPLACED. SEE SHEET CU105 FOR NEW LOCATION.
MATCH LINE 'A' - SEE THIS SHEET FOR CONTINUATION
MATCH LINE 'A' - SEE THIS SHEET FOR CONTINUATION
13. DEMOLISH / ABANDON EXISTING COMMUNICATIONS LINE AS
INDICATED ON SHEET ESD101. SEE GENERAL SHEET NOTE
#5, THIS SHEET.
9. DEMOLISH / ABANDON EXISTING ELECTRICAL LINE AS
INDICATED ON SHEET ESD101. SEE GENERAL SHEET
NOTE #5, THIS SHEET.
14. DEMOLISH EXISTING ELECTRIC VAULT, COMMUNICATIONS
VAULT, TRANSFORMER, CABINET AND/OR MANHOLE.
X
X X
X
15. DEMOLISH EXISTING CONCRETE SIDEWALK TO NEAREST JOINT.
18. DEMOLISH CATHODIC PROTECTION TEST NODE.
CD102
DOCK 72
DOCK 73
DOCK 81
DOCK 82
DOCK 80
DOCK 81
C O
M M
C O
M M
I
I
G
E
I
I
III I
I
I
I
I
I
I I
CP 308
AG
JB
AG
JB
BE
R
G
ST
R O
M D
R
IV
E
CPT
BE
R
G
ST
R O
M D
R
IV
E
ST
OP
STOP
CP 310
AG AG AG AG
AG AG AG
AGAGAGAG
AG AG
AG
AG AG
AG
AG AG
AG
AG AG AG
AGAG
AG
CASTLE DRIVE
JB
ST
OP
STOP
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
AG
AG
CASTLE DRIVE
CONCRETE
AG
AG
AG
AG
AG
AG
JB
CP 307
C
AS
TL
E
D R
IV
E
BE
R
G
ST
R O
M D
R
IV
E
CPT
CPT
JB
TAXIWAY ALPHA NORTH CENTERLINE
C
AS
TL
E
D R
IV
E
C
AS
TL
E
D R
IV
E
100 ROW
APRON
90 ROW
APRON
80 ROW
APRON
70 ROW APRON
TAXIWAY A
TAXIWAY A
EX GRASS
EX GRASS
EX GRASS
EX GRASS
EX GRASS
EX GRASS
EX GRASS
EX GRASS
EX GRASS
EX GRASS
EX GRASS
100 ROW APRON 90 ROW APRON
80 ROW APRON 70 ROW APRON
TAXIWAY ATAXIWAY A
90 ROW
APRON 80 ROW
APRON
90 ROW APRON
100 ROW
APRON
EX GRASS
EX GRASS
CASTLE DRIVE
TAXIWAY A TAXIWAY A
TAXIWAY TAXIWAY
TAXIWAY SHOULDER TAXIWAY SHOULDER TAXIWAY SHOULDER
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA FIELD SURVEY DATA
GIS DATA
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FIELD SURVEY DATA
GIS DATA
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
FI
EL
D S
U R
VE
Y
D
AT
A G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
EL
D
S U
R
VE
Y D
AT
A
G
IS
D
AT
A
FIELD SURVEY DATA
GIS DATA
FI
EL
D S
U R
VE
Y
D
AT
A
FIELD SURVEY DATA
GIS DATA
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
TO
W
O N
LY
100 ROW APRON 90 ROW APRON 80 ROW APRON 70 ROW APRON
O
VE
R
AL
L
SI
TE
P
LA
N
CS100SCALE: 1" = 100' 0 50' 100' 200' 300'A1 OVERALL SITE PLAN
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
D
2 3
C
4 5
A
B
M
AR
K
IS
SU
E D
AT
E:
FI
LE
N U
M
BE
R
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
D
AT
E
US Army Corps of Engineers
Omaha District
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EL
LS
W O
R
TH
A
FB
, S D
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AH
A
D
IS
TR
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D
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8-
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D
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A
B
1 2 3 4 5 ADVERTISEMENT - 100% DESIGN
W
F2
4R
AM
-0
- 1
D
ES
IG
N
IS
SU
ED
F O
R P
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IN
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N O
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N
O V
D . L
EC
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N . A
D
AM
D S
T.
N
O R
M
AN
GENERAL SHEET NOTES
1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.
3. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
NORTH
CS101
CS102
FUEL SYSTEM
MAINTENANCE
DOCK
4.
TO
C
EN
TE
R
LI
N E
O F
TA
XI
W
AY
A
CS103
CS104
I I I
ST
OP
STOP
CP 310
AG AG AG AG
AG AG AG
AGAGAGAG
CASTLE DRIVE
CONCRETE
CP 307
BE
R
G
ST
R O
M D
R
IV
E
EX GRASS
EX GRASS
90 ROW
APRON 80 ROW
APRON
EX GRASS
EX GRASS
TAXIWAY
TAXIWAY SHOULDER TAXIWAY SHOULDER
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
SI
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P
LA
N
CS101
SCALE: 1" = 20' 0 20' 40' 60'10'A1 SITE PLAN
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
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IG
N
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B
Y:
D
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C R
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TI
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D
2 3
C
4 5
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B
M
AR
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SU
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AT
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FI
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N U
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BE
R
SI
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SU
BM
IT
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D B
Y:
C O
N
TR
AC
T
N O
D
AT
E
US Army Corps of Engineers
Omaha District
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EL
LS
W O
R
TH
A
FB
, S D
O M
AH
A
D
IS
TR
IC
T
AN
SI
D
M
JT
G
O B
FS
B/
PO
N
D J
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D O
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K
8-
5.8
.29
| f sb -a e.c om
D
C
A
B
1 2 3 4 5 ADVERTISEMENT - 100% DESIGN
W
F2
4R
AM
-0
- 1
D
ES
IG
N
IS
SU
ED
F O
R P
R
IC
IN
G
N O
V
N
O V
D . L
EC
KI
E
N . A
D
AM
D S
T.
N
O R
M
AN
NORTH
MATCH LINE - SEE SHEET CS102 FOR CONTINUATION
LEGEND:
GENERAL SHEET NOTES
1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.
3. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
ST
OP
STOP
CP 308
CP 309
CP 312
CP 310
AG AG AG AG
AG AG AG
AGAGAGAG
AG AG
AG
AG AG
AG
AG AG
AG
AG AG AG
AGAG
AG AG
WV WV WV
JB
ST
OP
STOP
W V
WV
W V
JB
CPT
CPT
AG
AG
E
G
JB
AG
AG
AG
AG
AG
AG
AG
JB
JB
CP 307
JB
JB
W
V CPT
CPT JB
JB
EAFB GIS SHOWS 18" RCP
COMING IN FROM THE NE
AND AI 385'± TO THE NE - CHECK
II
II
I
I
I
I
II I I
KEY PLAN
N.T.S.
CS102
NORTH
CS101
12 SHEET KEYNOTES
1. CONCRETE PAVEMENT REPLACEMENT (DETAIL B1/CS501).
2. CURB AND GUTTER (DETAIL A4/CS501).
4. PCC AIRFIELD PAVEMENT (DETAIL A2/CS501).
5. CONCRETE SIDEWALK (DETAIL B2/CS501).
6. ASPHALT AIRFIELD SHOULDER PAVEMENT (DETAIL C1/CS501).
7. STONE MOW STRIP (DETAIL A1/CS503) .
12. CONCRETE SPLASH BLOCK (DETAIL B3/CS503).
10. APRON EDGE STRIPING REPLACEMENT (DETAIL D4/CS503).
TAXIWAY SHOULDER
80 ROW
TAXIWAY
FUEL SYSTEM
MAINTENANCE DOCK
CONCRETE GSE PAVEMENT
PCC AIRFIELD PAVEMENT
CONCRETE SIDEWALK
GRASSED AREA
STONE MOW STRIP
CONCRETE PAVEMENT
REPLACEMENT
19. ROADWAY CENTERLINE STRIPING REPLACEMENT,
MATCH EXISTING.
20. ROADWAY EDGE STRIPING REPLACEMENT,
21. TIE PROPOSED STRIPING TO EXISTING STRIPING.
11. TOWWAY CENTERLINE STRIPING (DETAIL C4/CS503)
23. PIPE BOLLARD (DETAIL A2/CS502).
MATCH EXISTING.
ASPHALT AIRFIELD
SHOULDER PAVEMENT
8. MECHANICAL EQUIPMENT RAISED PLATFORM.
27. CONCRETE EQUIPMENT PAD (DETAIL C1/S-003).
27 28. CONCRETE STOOP (SEE STRUCTURAL PLANS FOR DETAILS).
II
CP 308
AG
JB
AG
JB
BE
R
G
ST
R O
M D
R
IV
E
AG AG
AG
AG AG
AG
AG AG
AG
AG AG AG
AGAG
AG
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
AG
AG
AG
AG
AG
AG
AG
AG
JB
90 ROW
APRON
80 ROW
APRON
EX GRASS
EX GRASS
EX GRASS
EX GRASS
EX GRASS
EX GRASS
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FIELD SURVEY DATA
GIS DATA
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
TO
W
O N
LY
SI
TE
P
LA
N
CS102SCALE: 1" = 20' 0 20' 40' 60'10'A1 SITE PLAN
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
D
2 3
C
4 5
A
B
M
AR
K
IS
SU
E D
AT
E:
FI
LE
N U
M
BE
R
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
D
AT
E
US Army Corps of Engineers
Omaha District
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EL
LS
W O
R
TH
A
FB
, S D
O M
AH
A
D
IS
TR
IC
T
AN
SI
D
M
JT
G
O B
FS
B/
PO
N
D J
V B-
F
U
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S
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M
AI
N
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C E
D O
C K
B ro ad wa y E xte ns ion
, S uit e 5
Ok lah om a C ity , O
K
8-
5.8
.29
| f sb -a e.c om
D
C
A
B
1 2 3 4 5 ADVERTISEMENT - 100% DESIGN
W
F2
4R
AM
-0
- 1
D
ES
IG
N
IS
SU
ED
F O
R P
R
IC
IN
G
N O
V
N
O V
D . L
EC
KI
E
N . A
D
AM
D S
T.
N
O R
M
AN
NORTH
MATCH LINE - SEE SHEET CS101 FOR CONTINUATION
(TYP.)
(TYP.)
LEGEND:
(5) 9'X18.5' GOV
PARKING SPACES
GENERAL SHEET NOTES
1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.
3. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
(TYP.)
SHEET KEYNOTES
1. CONCRETE PAVEMENT REPLACEMENT (DETAIL B1/CS501).
2. CURB AND GUTTER (DETAIL A4/CS501).
3. CONCRETE GSE PAVEMENT (DETAIL A1/CS501).
4. PCC AIRFIELD PAVEMENT (DETAIL A2/CS501).
5. CONCRETE SIDEWALK (DETAIL B2/CS501).
7. STONE MOW STRIP (DETAIL A1/CS503) .
8. MECHANICAL EQUIPMENT RAISED PLATFORM.
13. CONCRETE HEADER CURB (DETAIL B4/CS501).
12. CONCRETE SPLASH BLOCK (DETAIL B3/CS503).
15. DUMPSTER PAD (DETAIL B3/SB402).
FUEL SYSTEM
MAINTENANCE DOCK
DOCK 81
CONCRETE GSE PAVEMENT
PCC AIRFIELD PAVEMENT
CONCRETE SIDEWALK
GRASSED AREA
STONE MOW STRIP
CONCRETE PAVEMENT
REPLACEMENT
ST
OP
STOP
CP 308
CP 309
CP 312
CP 310
AG AG AG AG
AG AG AG
AGAGAGAG
AG AG
AG
AG AG
AG
AG AG
AG
AG AG AG
AGAG
AG AG
WV WV WV
JB
ST
OP
STOP
W V
WV
W V
JB
CPT
CPT
AG
AG
E
G
JB
AG
AG
AG
AG
AG
AG
AG
JB
JB
CP 307
JB
JB
W
V CPT
CPT JB
JB
EAFB GIS SHOWS 18" RCP
COMING IN FROM THE NE
AND AI 385'± TO THE NE - CHECK
II
II
I
I
I
I
II I I
KEY PLAN
N.T.S.
NORTH
CS101
CS102
11. TOWWAY CENTERLINE STRIPING (DETAIL C4/CS503)
16. MARK THE BEGINNING OF THE TOWWAY WITH
"TOW ONLY" MARKING IN 24" HIGH LETTERS.
17. TRANSFORMER PAD (DETAIL A1/E-502).
APPROXIMATE
LOCATION OF EXISTING
TAXILANE STRIPING
18. EXTERIOR CONCRETE HANGAR RAMP (DETAIL B1/CS502). 18
21. TIE PROPOSED STRIPING TO EXISTING STRIPING.
22. ELECTRICAL EQUIPMENT PAD, REFER TO ES101 FOR DETAILS.
23. PIPE BOLLARD (DETAIL A2/CS502).
BUILDING
OVERHANG
24. COLUMN FOR OVERHANG, REFER TO AE101 FOR DETAILS.
25. EXTERIOR CONCRETE HANGAR RAMP (DETAIL C1/CS502).
26. BOLLARDS AT BUILDING PERIMETER (DETAIL A4/S-003).
BUILDING
OVERHANG
28. CONCRETE STOOP (SEE STRUCTURAL PLANS FOR DETAILS)
B1
CS502
C1
CS502
DOCK 72
DOCK 73
DOCK 81
DOCK 82
DOCK 80
DOCK 81
G
BE
R
G
ST
R O
M D
R
IV
E
BE
R
G
ST
R O
M D
R
IV
E
ST
OP
STOP
CASTLE DRIVE
ST
OP
STOP
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
CASTLE DRIVE
C
AS
TL
E
D R
IV
E
BE
R
G
ST
R O
M D
R
IV
E
TAXIWAY ALPHA NORTH CENTERLINE
C
AS
TL
E
D R
IV
E
C
AS
TL
E
D R
IV
E
CASTLE DRIVE
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
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N
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
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FO
U N
D
AT
IO
N
TO
W
O N
LY
TAXIWAY ATAXIWAY A
H Y D
H
Y
D
H
Y
D
H
Y
D
S
S CO
S
IW
IW
S S
S
S S
C O
IW
D D C
O
D
C O
C O
O
VE
R
AL
L
SI
TE
S
TA
KI
N G
P
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N
CS103SCALE: 1" = 100' 0 50' 100' 200' 300'A1 OVERALL SITE STAKING PLAN
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
D
2 3
C
4 5
A
B
M
AR
K
IS
SU
E D
AT
E:
FI
LE
N U
M
BE
R
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
D
AT
E
US Army Corps of Engineers
Omaha District
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EL
LS
W O
R
TH
A
FB
, S D
O M
AH
A
D
IS
TR
IC
T
AN
SI
D
M
JT
G
O B
FS
B/
PO
N
D J
V B-
F
U
EL
S
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M
AI
N
TE
N
AN
C E
D O
C K
B ro ad wa y E xte ns ion
, S uit e 5
Ok lah om a C ity , O
K
8-
5.8
.29
| f sb -a e.c om
D
C
A
B
1 2 3 4 5 ADVERTISEMENT - 100% DESIGN
W
F2
4R
AM
-0
- 1
D
ES
IG
N
IS
SU
ED
F O
R P
R
IC
IN
G
N O
V
N
O V
D . L
EC
KI
E
N . A
D
AM
D S
T.
N
O R
M
AN
NORTH
GENERAL SHEET NOTES
1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.
3. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
CS105 CS106 CS107 CS110
CS108CS104
CS109
FUEL SYSTEM
MAINTENANCE
DOCK
4.
TO
C
EN
TE
R
LI
N E
O F
TA
XI
W
AY
A
NO POINTS ON THIS SHEET
C
AS
TL
E
D R
IV
E
C
AS
TL
E
D R
IV
E
100 ROW
APRON
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
SI
TE
S
TA
KI
N
G P
LA
N
CS104SCALE: 1" = 20' 0 20' 40' 60'10'A1 SITE STAKING PLAN
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
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C R
IP
TI
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D
2 3
C
4 5
A
B
M
AR
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IS
SU
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AT
E:
FI
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N U
M
BE
R
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
D
AT
E
US Army Corps of Engineers
Omaha District
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EL
LS
W O
R
TH
A
FB
, S D
O M
AH
A
D
IS
TR
IC
T
AN
SI
D
M
JT
G
O B
FS
B/
PO
N
D J
V B-
F
U
EL
S
YS
M
AI
N
TE
N
AN
C E
D O
C K
B ro ad wa y E xte ns ion
, S uit e 5
Ok lah om a C ity , O
K
8-
5.8
.29
| f sb -a e.c om
D
C
A
B
1 2 3 4 5 ADVERTISEMENT - 100% DESIGN
W
F2
4R
AM
-0
- 1
D
ES
IG
N
IS
SU
ED
F O
R P
R
IC
IN
G
N O
V
N
O V
D . L
EC
KI
E
N . A
D
AM
D S
T.
N
O R
M
AN
NORTH
MATCH LINE - SEE SHEET CS105 FOR CONTINUATION
GENERAL SHEET NOTES
1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.
3. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
4. REFER TO CS11 FOR POINT INFORMATION.
ST
OP
STOP
CP 308
CP 309
CP 312
CP 310
AG AG AG AG
AG AG AG
AGAGAGAG
AG AG
AG
AG AG
AG
AG AG
AG
AG AG AG
AGAG
AG AG
WV WV WV
JB
ST
OP
STOP
W V
WV
W V
JB
CPT
CPT
AG
AG
E
G
JB
AG
AG
AG
AG
AG
AG
AG
JB
JB
CP 307
JB
JB
W
V CPT
CPT JB
JB
EAFB GIS SHOWS 18" RCP
COMING IN FROM THE NE
AND AI 385'± TO THE NE - CHECK
II
II
I
I
I
I
II I I
CS105
KEY PLAN
N.T.S.
CS106 CS107 CS110
CS108
CS109
CS104
NORTH
100 ROW APRON
DOCK 90
DOCK 91
ST
OP
STOP
CASTLE DRIVE
C
AS
TL
E
D R
IV
E
100 ROW
APRON
TAXIWAY SHOULDER
FIELD SURVEY DATA
GIS DATA
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
SI
TE
S
TA
KI
N
G P
LA
N
CS105SCALE: 1" = 20' 0 20' 40' 60'10'A1 SITE STAKING PLAN
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
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D B
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D
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IG
N
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B
Y:
D
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C R
IP
TI
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D
2 3
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4 5
A
B
M
AR
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IS
SU
E D
AT
E:
FI
LE
N U
M
BE
R
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
D
AT
E
US Army Corps of Engineers
Omaha District
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EL
LS
W O
R
TH
A
FB
, S D
O M
AH
A
D
IS
TR
IC
T
AN
SI
D
M
JT
G
O B
FS
B/
PO
N
D J
V B-
F
U
EL
S
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M
AI
N
TE
N
AN
C E
D O
C K
B ro ad wa y E xte ns ion
, S uit e 5
Ok lah om a C ity , O
K
8-
5.8
.29
| f sb -a e.c om
D
C
A
B
1 2 3 4 5 ADVERTISEMENT - 100% DESIGN
W
F2
4R
AM
-0
- 1
D
ES
IG
N
IS
SU
ED
F O
R P
R
IC
IN
G
N O
V
N
O V
D . L
EC
KI
E
N . A
D
AM
D S
T.
N
O R
M
AN
NORTH
M A
T C
H L
IN
E
S
E E
S H
E E
T C
S
F O
R C
O N
T
IN
U A
T
IO
N
100 ROW APRON
TAXIWAY SHOULDER
100 ROW
TAXIWAY
TAXIWAY SHOULDER
MATCH LINE - SEE SHEET CS104 FOR CONTINUATION
ST
OP
STOP
CP 308
CP 309
CP 312
CP 310
AG AG AG AG
AG AG AG
AGAGAGAG
AG AG
AG
AG AG
AG
AG AG
AG
AG AG AG
AGAG
AG AG
WV WV WV
JB
ST
OP
STOP
W V
WV
W V
JB
CPT
CPT
AG
AG
E
G
JB
AG
AG
AG
AG
AG
AG
AG
JB
JB
CP 307
JB
JB
W
V CPT
CPT JB
JB
EAFB GIS SHOWS 18" RCP
COMING IN FROM THE NE
AND AI 385'± TO THE NE - CHECK
II
II
I
I
I
I
II I I
CS105
KEY PLAN
N.T.S.
CS106 CS107 CS110
CS108
CS109
CS104
NORTH
GENERAL SHEET NOTES
1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.
3. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
4. REFER TO CS11 FOR POINT INFORMATION.
CASTLE DRIVE
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
SI
TE
S
TA
KI
N
G P
LA
N
CS106SCALE: 1" = 20' 0 20' 40' 60'10'A1 SITE STAKING PLAN
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
D
2 3
C
4 5
A
B
M
AR
K
IS
SU
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AT
E:
FI
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N U
M
BE
R
SI
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SU
BM
IT
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D B
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C O
N
TR
AC
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N O
D
AT
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US Army Corps of Engineers
Omaha District
U .S
. A R
M Y
C O
R
PS
O F
EN
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IN
EE
R S
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LS
W O
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FB
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A
B
1 2 3 4 5 ADVERTISEMENT - 100% DESIGN
W
F2
4R
AM
-0
- 1
D
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IS
SU
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F O
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O V
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N . A
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M A
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90 ROW
TAXIWAYTAXIWAY
SHOULDER
90 ROW APRON
CASTLE DR
ASPHALT ISLAND
90 ROW
TAXIWAY
DOCK 90
ST
OP
STOP
CP 308
CP 309
CP 312
CP 310
AG AG AG AG
AG AG AG
AGAGAGAG
AG AG
AG
AG AG
AG
AG AG
AG
AG AG AG
AGAG
AG AG
WV WV WV
JB
ST
OP
STOP
W V
WV
W V
JB
CPT
CPT
AG
AG
E
G
JB
AG
AG
AG
AG
AG
AG
AG
JB
JB
CP 307
JB
JB
W
V CPT
CPT JB
JB
EAFB GIS SHOWS 18" RCP
COMING IN FROM THE NE
AND AI 385'± TO THE NE - CHECK
II
II
I
I
I
I
II I I
KEY PLAN
N.T.S.
CS106 CS107 CS110
CS108
CS109
CS104
NORTH
CS105
GENERAL SHEET NOTES
1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.
3. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
ST
OP
STOP
CASTLE DRIVE
BU
IL
D
IN
G
19BE
R
G
ST
R O
M D
R
IV
E
BUILDING 7244
DOCK 80
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
6'
6'
8'
6'
8'
H Y D
H
Y D
IW
IW
S
C O
D D D
C O
C O
5 6
7 8
109110
167 168
281 282 283 284 285
289 290 292 293
294295296297298
299 300 301 302 303
SCALE: 1" = 20' 0 20' 40' 60'10'A1 SITE STAKING PLAN
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
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IG
N
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B
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D
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C R
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2 3
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4 5
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SU
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FI
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N U
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BE
R
SI
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SU
BM
IT
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D B
Y:
C O
N
TR
AC
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N O
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AT
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US Army Corps of Engineers
Omaha District
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EL
LS
W O
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TH
A
FB
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TR
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D
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C E
D O
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B ro ad wa y E xte ns ion
, S uit e 5
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8-
5.8
.29
| f sb -a e.c om
D
C
A
B
1 2 3 4 5 ADVERTISEMENT - 100% DESIGN
W
F2
4R
AM
-0
- 1
D
ES
IG
N
IS
SU
ED
F O
R P
R
IC
IN
G
N O
V
N
O V
D . L
EC
KI
E
N . A
D
AM
D S
T.
N
O R
M
AN
NORTH
MATCH LINE - SEE SHEET CS104 FOR CONTINUATION
ST
OP
STOP
CP 308
CP 309
CP 312
CP 310
AG AG AG AG
AG AG AG
AGAGAGAG
AG AG
AG
AG AG
AG
AG AG
AG
AG AG AG
AGAG
AG AG
WV WV WV
JB
ST
OP
STOP
W V
WV
W V
JB
CPT
CPT
AG
AG
E
G
JB
AG
AG
AG
AG
AG
AG
AG
JB
JB
CP 307
JB
JB
W
V CPT
CPT JB
JB
EAFB GIS SHOWS 18" RCP
COMING IN FROM THE NE
AND AI 385'± TO THE NE - CHECK
II
II
I
I
I
I
II I I
NORTH
SI
TE
S
TA
KI
N
G P
LA
N
CS107
GENERAL SHEET NOTES
1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.
3. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
4. REFER TO CS11 FOR POINT INFORMATION.
TAXIWAY SHOULDER
80 ROW
TAXIWAY
FUEL SYSTEM
MAINTENANCE DOCK
CS105
KEY PLAN
N.T.S.
CS106 CS107 CS110
CS108
CS109
BE
R
G
ST
R O
M D
R
IV
E
BL
AS
T
SH
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LD
O N
C O
N C
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FO
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D
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N
BL
AS
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SH
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LD
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C O
N C
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FO
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N
BL
AS
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SH
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LD
O N
C O
N C
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FO
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N
G
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D
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A
FI
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D S
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D
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A
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D
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A
FIELD SURVEY DATA
GIS DATA
FI
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D S
U R
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Y
D
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A
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
TO
W
O N
LY
50'
R85'
R85'
8'
8'
8' 8'
8'
5'
11'
5'
5'
16'
10' 10
4'
H
Y D
H
Y D
S
S CO
S
S
S
IW
C O
143.92'
R4.5'
R4.5
R20
R4.5'
116117
124 125
13914
153 15
155156
185187
R10'
197198
199 200 201
208209
253 254 255 256 257 258
259260261262
272 273 274
275276277278279280
308309
310311
SCALE: 1" = 20' 0 20' 40' 60'10'A1 SITE STAKING PLAN
SO
LI
C
IT
AT
IO
N N
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FI
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N
AM
E:
D R
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N
B Y:
C H
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D B
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B
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D
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FI
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SU
BM
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D B
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US Army Corps of Engineers
Omaha District
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EL
LS
W O
R
TH
A
FB
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TR
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D
M
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U
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M
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C E
D O
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B ro ad wa y E xte ns ion
, S uit e 5
Ok lah om a C ity , O
K
8-
5.8
.29
| f sb -a e.c om
D
C
A
B
1 2 3 4 5 ADVERTISEMENT - 100% DESIGN
W
F2
4R
AM
-0
- 1
D
ES
IG
N
IS
SU
ED
F O
R P
R
IC
IN
G
N O
V
N
O V
D . L
EC
KI
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N . A
D
AM
D S
T.
N
O R
M
AN
NORTH
MATCH LINE - SEE SHEET CS103 FOR CONTINUATION
ST
OP
STOP
CP 308
CP 309
CP 312
CP 310
AG AG AG AG
AG AG AG
AGAGAGAG
AG AG
AG
AG AG
AG
AG AG
AG
AG AG AG
AGAG
AG AG
WV WV WV
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ST
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WV
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CP 307
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JB
W
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CPT JB
JB
EAFB GIS SHOWS 18" RCP
COMING IN FROM THE NE
AND AI 385'± TO THE NE - CHECK
II
II
I
I
I
I
II I I
NORTH
SI
TE
S
TA
KI
N
G P
LA
N
CS108
GENERAL SHEET NOTES
1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.
3. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
4. REFER TO CS11 FOR POINT INFORMATION.
90 ROW
APRON
FUEL SYSTEM
MAINTENANCE DOCK
DOCK 81
CS105
KEY PLAN
N.T.S.
CS106 CS107 CS110
CS108
CS109
G
BE
R
G
ST
R O
M D
R
IV
E
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
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N
FIELD SURVEY DATA
GIS DATA
FI
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D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FIELD SURVEY DATA
GIS DATA
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
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D S
U R
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IS
D
AT
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FI
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D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
SI
TE
S
TA
KI
N
G P
LA
N
CS109SCALE: 1" = 20' 0 20' 40' 60'10'A1 SITE STAKING PLAN
SO
LI
C
IT
AT
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N N
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FI
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N
AM
E:
D R
AW
N
B Y:
C H
EC
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D
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2 3
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FI
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N U
M
BE
R
SI
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SU
BM
IT
TE
D B
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C O
N
TR
AC
T
N O
D
AT
E
US Army Corps of Engineers
Omaha District
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EL
LS
W O
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TH
A
FB
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D
IS
TR
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D
M
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U
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M
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, S uit e 5
Ok lah om a C ity , O
K
8-
5.8
.29
| f sb -a e.c om
D
C
A
B
1 2 3 4 5 ADVERTISEMENT - 100% DESIGN
W
F2
4R
AM
-0
- 1
D
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IG
N
IS
SU
ED
F O
R P
R
IC
IN
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N O
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N
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D . L
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N . A
D
AM
D S
T.
N
O R
M
AN
NORTH
MATCH LINE - SEE SHEET CS108 FOR CONTINUATION
GENERAL SHEET NOTES
1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.
3. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
4. REFER TO CS11 FOR POINT INFORMATION.
ST
OP
STOP
CP 308
CP 309
CP 312
CP 310
AG AG AG AG
AG AG AG
AGAGAGAG
AG AG
AG
AG AG
AG
AG AG
AG
AG AG AG
AGAG
AG AG
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JB
ST
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WV
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JB
CPT
CPT
AG
AG
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AG
AG
AG
AG
AG
AG
JB
JB
CP 307
JB
JB
W
V CPT
CPT JB
JB
EAFB GIS SHOWS 18" RCP
COMING IN FROM THE NE
AND AI 385'± TO THE NE - CHECK
II
II
I
I
I
I
II I I
KEY PLAN
N.T.S.
CS106 CS107 CS110
CS108
CS109
CS104
NORTH
CS105
NO POINTS ON THIS SHEET
TAXIWAY TAXIWAY
FIELD SURVEY DATA
GIS DATA
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
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A
G
IS
D
AT
A
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
S S
SI
TE
S
TA
KI
N
G P
LA
N
SCALE: 1" = 20' 0 20' 40' 60'10'A1 SITE STAKING PLAN
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
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B
Y:
D
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C R
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TI
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4 5
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M
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M
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R
SI
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SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
D
AT
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US Army Corps of Engineers
Omaha District
U .S
. A R
M Y
C O
R
PS
O F
EN
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IN
EE
R S
EL
LS
W O
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TH
A
FB
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D
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, S uit e 5
Ok lah om a C ity , O
K
8-
5.8
.29
| f sb -a e.c om
D
C
A
B
1 2 3 4 5 ADVERTISEMENT - 100% DESIGN
W
F2
4R
AM
-0
- 1
D
ES
IG
N
IS
SU
ED
F O
R P
R
IC
IN
G
N O
V
N
O V
D . L
EC
KI
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N . A
D
AM
D S
T.
N
O R
M
AN
NORTH
M A
T C
H L
IN
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S
E E
S H
E E
T C
S
F O
R C
O N
T
IN
U A
T
IO
N
ST
OP
STOP
CP 308
CP 309
CP 312
CP 310
AG AG AG AG
AG AG AG
AGAGAGAG
AG AG
AG
AG AG
AG
AG AG
AG
AG AG AG
AGAG
AG AG
WV WV WV
JB
ST
OP
STOP
W V
WV
W V
JB
CPT
CPT
AG
AG
E
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JB
AG
AG
AG
AG
AG
AG
AG
JB
JB
CP 307
JB
JB
W
V CPT
CPT JB
JB
EAFB GIS SHOWS 18" RCP
COMING IN FROM THE NE
AND AI 385'± TO THE NE - CHECK
II
II
I
I
I
I
II I I
KEY PLAN
N.T.S.
CS106 CS107 CS110
CS108
CS109
CS104
NORTH
CS105
GENERAL SHEET NOTES
1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.
3. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
CS110
STAKING POINT TABLE
PT. #
NORTHING
674 854.28
674 856.11
674 863.16
674 864.96
674 880.60
674 871.70
674 882.15
674 873.44
674 392.62
674 817.34
674 821.95
674 821.57
675 011.17
675 015.78
675 015.41
675 047.43
675 048.39
675 056.59
675 057.57
675 090.68
675 074.70
675 091.68
675 076.15
675 069.06
675 072.16
675 072.79
675 075.32
675 095.52
675 100.60
675 104.79
675 111.60
675 126.60
675 133.95
675 208.06
675 215.44
675 240.36
675 244.49
675 265.95
675 274.01
675 245.06
675 244.10
675 232.58
675 262.16
675 273.52
675 279.85
675 294.97
675 294.43
675 254.39
675 270.55
675 283.11
675 297.99
675 314.12
675 070.41
675 073.62
675 074.32
675 076.83
675 094.18
675 099.12
675 103.41
675 110.42
EASTING
1 241 168.99
1 241 170.96
1 241 161.52
1 241 163.56
1 241 182.45
1 241 189.69
1 241 184.31
1 241 191.59
1 241 482.14
1 241 124.05
1 241 120.18
1 241 124.42
1 240 961.67
1 240 957.81
1 240 962.05
1 241 007.04
1 241 008.19
1 240 999.38
1 241 000.56
1 241 007.06
1 241 038.09
1 241 008.17
1 241 038.33
1 241 104.38
1 241 114.18
1 241 117.39
1 241 128.58
1 241 092.14
1 241 107.97
1 241 125.88
1 241 140.53
1 241 160.14
1 241 168.93
1 241 256.93
1 241 265.71
1 241 295.39
1 241 300.29
1 241 325.81
1 241 335.44
1 241 337.20
1 241 342.96
1 241 352.63
1 241 387.86
1 241 378.26
1 241 378.81
1 241 396.78
1 241 403.11
1 241 437.02
1 241 456.10
1 241 445.46
1 241 364.03
1 241 383.09
1 241 103.76
1 241 113.89
1 241 117.27
1 241 128.16
1 241 092.78
1 241 108.23
1 241 126.34
1 241 141.48
DESC.
BC @EX CURB
EP @EX PAV
BC @EX CURB
EP @EX PAV
EP @EX PAV
EP @EX PAV
BC @EX CURB
BC @EX CURB
WV
WV
WV
WV
WV
WV
WV
BC @EX CURB
EP @EX PAV
BC @EX CURB
EP @EX PAV
EP @EX PAV
EP @EX PAV
BC @EX CURB
BC @EX CURB
BC @EX CURB
BC
BC
BC @EX CURB
BC @EX CURB
BC
BC
BC @EX CURB
BC @EX CURB
BC @EX CURB
BC @EX CURB
BC @EX CURB
BC @WALK
BC @EX CURB
BC @EX CURB
BC @EX CURB
BC PC @EX CURB
BC PT
WALK @BC COR
WALK @CURB
BC PC
BC PT
BC PC
BC PT
BC COR
BC COR
BC END
BC @EX CURB
BC @EX CURB
EP @EX PAV
EP
EP
EP @EX PAV
EP @EX PAV
EP
EP
EP @EX PAV
STAKING POINT TABLE
PT. #
NORTHING
675 125.49
675 132.84
675 206.88
675 214.35
675 239.18
675 243.32
675 264.76
675 272.76
675 245.49
675 280.23
675 282.79
675 305.17
675 296.48
675 304.40
675 319.28
675 327.35
675 323.30
675 321.60
675 322.14
675 316.93
674 916.60
674 905.88
674 919.29
675 002.33
675 061.75
675 096.48
675 122.19
675 186.73
675 127.20
675 180.21
675 212.31
675 248.03
674 902.52
674 915.49
674 934.05
674 946.76
674 940.74
674 970.87
674 993.16
675 074.85
675 086.32
675 098.00
675 105.83
675 081.72
675 077.13
675 082.27
675 096.63
675 101.77
675 125.28
675 120.14
675 114.42
675 119.56
675 137.93
675 143.07
675 132.96
675 156.50
675 146.35
675 169.94
675 149.57
675 154.71
EASTING
1 241 161.07
1 241 169.86
1 241 257.91
1 241 266.69
1 241 296.41
1 241 301.22
1 241 326.81
1 241 336.33
1 241 336.94
1 241 378.49
1 241 445.08
1 241 440.09
1 241 399.00
1 241 406.37
1 241 424.14
1 241 440.94
1 241 460.67
1 241 459.61
1 241 458.59
1 241 444.81
1 241 192.34
1 241 202.63
1 241 209.39
1 241 187.61
1 241 148.33
1 241 189.25
1 241 148.69
1 241 225.07
1 241 223.34
1 241 286.47
1 241 259.49
1 241 293.12
1 241 211.34
1 241 200.45
1 241 248.74
1 241 237.69
1 241 230.53
1 241 205.24
1 241 231.79
1 241 163.20
1 241 176.86
1 241 167.05
1 241 170.92
1 241 180.72
1 241 184.58
1 241 190.70
1 241 207.81
1 241 213.93
1 241 194.20
1 241 188.07
1 241 229.00
1 241 235.12
1 241 209.26
1 241 215.39
1 241 251.08
1 241 231.32
1 241 267.04
1 241 247.23
1 241 270.86
1 241 276.99
DESC.
EP @EX PAV
EP @EX PAV
EP @EX PAV
EP @EX PAV
EP@WALK
EP @EX PAV
EP @EX PAV
EP @EX PAV
EP @EX PAV
EP
EP @CURB END
EP PT
EP @EX PAV
EP @EX PAV
EP PT @EX PAV
EP MID @EX PAV
EP PC COR @EX CURB
EP COR
EP COR
EP PC
FH
JB
IW MH
DI
JB
JB
FH
FH
SS MH
SS MH
SS MH
WV
EP @EX PAV
EP COR
EP @CONC @EX PAV
WALK @EP @CONC
WALK COR @EP
WALK COR
WALK COR
WALK COR
WALK COR
WALK @EX EP
WALK @EX EP
WALK COR
WALK @BLDG
WALK @BLDG
WALK @BLDG
WALK @BLDG
WALK @EX EP
WALK @EX EP
WALK @BLDG
WALK @BLDG
WALK @EX EP
WALK @EX EP
WALK @BLDG
WALK @EX EP
WALK @BLDG
WALK @EX EP
WALK @BLDG
WALK @BLDG
STAKING POINT TABLE
PT. #
NORTHING
675 173.17
675 178.33
675 190.96
675 167.36
675 172.50
675 178.72
675 183.86
675 195.65
675 200.79
675 245.75
675 258.18
675 196.11
675 202.30
675 207.46
675 219.79
675 224.88
675 235.33
675 250.00
675 273.74
675 266.13
675 147.60
675 271.30
675 239.22
675 254.41
675 271.48
675 221.01
675 207.21
675 209.21
675 209.73
675 212.88
675 214.96
675 252.18
675 200.17
675 212.03
675 217.39
675 234.69
674 973.18
675 218.06
675 101.40
675 336.57
675 314.22
675 176.95
675 160.27
675 159.90
675 164.12
674 991.39
674 973.38
675 103.17
675 112.70
675 119.13
675 147.51
675 155.34
675 142.85
675 135.13
674 970.13
675 074.11
674 951.42
675 229.07
675 227.97
674 951.93
EASTING
1 241 251.05
1 241 257.17
1 241 272.24
1 241 292.05
1 241 298.18
1 241 305.58
1 241 311.71
1 241 325.75
1 241 331.88
1 241 400.98
1 241 390.90
1 241 278.36
1 241 285.78
1 241 291.90
1 241 305.49
1 241 311.66
1 241 291.79
1 241 287.22
1 241 267.29
1 241 265.98
1 241 146.46
1 241 329.68
1 241 356.98
1 241 387.19
1 241 398.97
1 241 441.35
1 241 452.95
1 241 463.10
1 241 465.26
1 241 459.74
1 241 460.60
1 241 408.64
1 241 452.31
1 241 467.99
1 241 463.49
1 241 463.72
1 241 274.15
1 241 443.82
1 241 428.67
1 241 354.91
1 241 371.35
1 241 480.76
1 241 135.41
1 241 139.63
1 241 140.01
1 241 239.80
1 241 263.19
1 241 416.23
1 241 429.13
1 241 436.78
1 241 476.12
1 241 485.45
1 241 259.75
1 241 250.56
1 241 213.69
1 241 171.66
1 241 233.92
1 241 331.32
1 241 322.12
1 241 234.52
DESC.
WALK @EX EP
WALK @EX EP
WALK @EX EP
WALK @BLDG
WALK @BLDG
WALK @BLDG
WALK @BLDG
WALK @BLDG
WALK @BLDG @CONC
WALK COR @BLDG
WALK COR
WALK @EX EP
WALK @EX EP
WALK @EX EP
WALK @EX EP
WALK @EX EP
WALK @EX EP
WALK COR @EX WALK
WALK COR @EX WALK
WALK COR @EX WALK
JB
SS MH
CO
CO
WALK COR
WALK COR
WALK COR
WALK COR
WALK COR
WALK COR
WALK COR
WALK COR @BLDG
WALK @BLDG
WALK @BLDG
WALK @BLDG
WALK @EX WALK
IW MH
WALK COR
FH
WV
WV
WV
WV
PIV
WV
CO
BOLL
BOLL
BOLL
BOLL
BOLL
BOLL
BOLL
BOLL
WALK
WALK
PAV STRP @BLDG
CONC PAD COR
CONC PAD COR
PAV STRP @BLDG
STAKING POINT TABLE
PT. #
NORTHING
675 232.78
675 323.02
675 257.03
675 296.27
675 312.30
675 324.20
675 104.20
675 101.28
675 098.70
675 101.60
675 148.19
675 155.41
675 106.20
675 116.57
675 228.75
675 047.34
674 994.05
674 956.04
674 932.10
674 874.41
674 964.30
674 984.00
674 939.99
675 069.74
675 160.95
675 268.42
675 079.60
674 983.27
675 240.29
675 232.08
675 196.63
675 129.68
675 095.51
675 066.98
675 027.06
674 987.08
674 978.25
674 967.91
674 988.81
675 014.54
675 044.74
675 099.82
675 127.92
675 156.03
675 184.11
675 212.20
674 402.06
674 409.12
674 825.22
674 832.29
675 017.15
675 024.22
675 364.15
675 371.81
675 504.02
675 484.85
675 518.70
675 536.50
675 525.76
675 559.86
EASTING
1 241 357.67
1 241 359.80
1 241 401.99
1 241 365.58
1 241 384.61
1 241 367.84
1 241 428.98
1 241 431.38
1 241 428.29
1 241 425.76
1 241 476.07
1 241 484.67
1 241 427.62
1 241 439.97
1 241 355.85
1 241 332.10
1 241 376.84
1 241 408.75
1 241 396.43
1 241 366.54
1 241 434.41
1 241 496.50
1 241 228.55
1 241 164.88
1 241 491.78
1 241 401.55
1 241 402.75
1 241 287.96
1 241 368.04
1 241 432.05
1 241 461.81
1 241 454.53
1 241 419.86
1 241 379.91
1 241 332.29
1 241 284.58
1 241 274.05
1 241 206.71
1 241 232.83
1 241 211.23
1 241 189.21
1 241 200.70
1 241 234.17
1 241 267.65
1 241 301.12
1 241 334.55
1 241 464.76
1 241 473.19
1 241 110.27
1 241 118.70
1 240 949.48
1 240 957.92
1 240 658.80
1 240 666.73
1 240 555.98
1 240 572.03
1 240 529.33
1 240 528.77
1 240 537.76
1 240 556.66
DESC.
HH
CONC PAD COR
CLMN
EP @EX PAV
EP @EX PAV
CONC PAD COR
BOLL
BOLL
BOLL
BOLL
RAMP COR
RAMP COR
RAMP COR
RAMP COR
WALK COR
PAV STRP END
PAV STRP PC
PAV STRP END
PAV STRP @MID
PAV STRP END
PAV STRP @MID
PAV STRP END
G ROD T WELL
G ROD T WELL
G ROD T WELL
G ROD T WELL
SGP
SGP
SGP
SGP
SGP
SGP
G ROD
G ROD
G ROD
G ROD
G ROD
G ROD
SGP
SGP
G ROD
G ROD
G ROD
G ROD
G ROD
G ROD
BP COR
BP COR
BP COR
BP COR
BP COR
BP COR
BP COR
BP COR
BP COR
BP COR
BP COR
BP COR
BP COR
BP COR
STAKING POINT TABLE
PT. #
NORTHING
675 568.29
675 537.86
675 600.54
675 616.59
675 838.74
674 934.69
674 934.18
675 245.78
675 228.03
675 210.29
675 192.55
675 174.81
675 162.55
675 143.05
675 173.04
675 208.53
675 237.51
675 218.64
675 202.14
675 183.28
675 164.42
675 145.56
675 126.27
675 107.41
675 088.55
675 069.69
675 189.67
675 154.18
675 124.19
675 107.70
675 119.95
675 137.69
675 155.44
675 173.18
675 190.92
675 058.47
675 040.72
675 022.98
675 005.24
674 987.50
674 975.24
674 965.22
674 952.97
675 053.13
675 043.94
675 034.75
675 025.56
675 016.37
675 011.70
675 020.89
675 030.08
675 039.28
675 048.47
675 043.80
675 034.61
675 025.42
675 016.23
675 007.04
675 205.00
675 195.81
EASTING
1 240 549.60
1 240 513.27
1 240 604.98
1 240 624.14
1 240 880.99
1 241 249.50
1 241 248.90
1 241 411.39
1 241 426.29
1 241 441.19
1 241 456.08
1 241 470.98
1 241 481.27
1 241 458.03
1 241 432.85
1 241 403.06
1 241 378.73
1 241 356.27
1 241 336.61
1 241 314.14
1 241 291.68
1 241 269.21
1 241 246.24
1 241 223.77
1 241 201.30
1 241 178.84
1 241 380.59
1 241 410.38
1 241 435.57
1 241 415.93
1 241 405.64
1 241 390.74
1 241 375.85
1 241 360.95
1 241 346.06
1 241 188.26
1 241 203.15
1 241 218.05
1 241 232.94
1 241 247.84
1 241 258.13
1 241 221.31
1 241 231.59
1 241 178.28
1 241 186.00
1 241 193.72
1 241 201.43
1 241 209.15
1 241 203.59
1 241 195.88
1 241 188.16
1 241 180.45
1 241 172.73
1 241 167.18
1 241 174.89
1 241 182.61
1 241 190.33
1 241 198.04
1 241 293.87
1 241 301.58
DESC.
BP COR
BP COR
BP COR
BP COR
WV
PAV STRP BEG
PAV STRP BEG
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
STAKING POINT TABLE
PT. #
NORTHING
675 188.66
675 188.65
675 191.52
675 194.60
675 201.75
675 210.94
675 216.89
675 207.70
675 200.55
675 197.49
675 125.26
674 914.47
675 105.30
675 189.60
EASTING
1 241 307.58
1 241 313.79
1 241 317.25
1 241 314.66
1 241 308.66
1 241 300.94
1 241 308.03
1 241 315.74
1 241 321.75
1 241 324.32
1 241 146.10
1 241 189.64
1 241 433.22
1 241 222.67
DESC.
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
CLMN
WV
WV
WV
WV
SI
TE
S
TA
KI
N
G P
O
IN
T
TA
BL
E
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
D
2 3
C
4 5
A
B
M
AR
K
IS
SU
E D
AT
E:
FI
LE
N U
M
BE
R
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
D
AT
E
US Army Corps of Engineers
Omaha District
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EL
LS
W O
R
TH
A
FB
, S D
O M
AH
A
D
IS
TR
IC
T
AN
SI
D
M
JT
G
O B
FS
B/
PO
N
D J
V B-
F
U
EL
S
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M
AI
N
TE
N
AN
C E
D O
C K
B ro ad wa y E xte ns ion
, S uit e 5
Ok lah om a C ity , O
K
8-
5.8
.29
| f sb -a e.c om
D
C
A
B
1 2 3 4 5 ADVERTISEMENT - 100% DESIGN
W
F2
4R
AM
-0
- 1
D
ES
IG
N
IS
SU
ED
F O
R P
R
IC
IN
G
N O
V
N
O V
D . L
EC
KI
E
N . A
D
AM
D S
T.
N
O R
M
AN
SHEET ABBREVIATIONS:
@ AT
EX EXISTING
BC BACK OF CURB
BEG BEGINNING
BLDG BUILDING
BOLL BOLLARD
BP BORE PIT LIMITS
CO CLEANOUT
COR CORNER
CLMN STRUCTURAL COLUMN
CONC CONCRETE
DI DROP INLET
DMP ENCL DUMPSTER ENCLOSURE
EP EDGE OF PAVEMENT
END END OF CURB OR STRIPING
EX EXISTING
FENC FENCE
FH FIRE HYDRANT
G ROD GROUND ROD
HH HANDHOLE
IW INDUSTRIAL WASTE
HYD FIRE HYDRANT
JB JUNCTION BOX
JNT JOINT
MH MANHOLE
MID MID POINT
PAD PAD
PAV PAVEMENT
PIV POST INDICATOR VALVE
PC POINT OF CURVE
PT POINT OF TANGENT
RAMP CONCRETE RAMP
SGP STATIC GROUND POINT
SS SANITARY SEWER
STRP STRIPING
T WELL TEST WELL
WALK WALK
WV WATER VALVE
CS111
G G
G
COMM
CO
M
M
F F
F F
F
I
G G
G
I
F F F F F F F F F F F F
C P
C P
F F F
I
AG
JB
AG
JB
BE
R
G
ST
R O
M D
R
IV
E
ST
OP
STOP
CP 309
CP 312
AG AG AG AG
AG AG AG
AGAGAGAG
AG AG
AG
AG AG
AG
AG AG
AG
AG AG AG
AGAG
AG
CASTLE DRIVE
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
AG
AG
CONCRETE
AG
AG
AG
AG
AG
AG
JB
BE
R
G
ST
R O
M D
R
IV
E
90 ROW
APRON
80 ROW
APRON
EX GRASS
EX GRASS
EX GRASS
EX GRASS
EX GRASS
EX GRASS
EX GRASS
EX GRASS
90 ROW
APRON 80 ROW
APRON
EX GRASS
BL
AS
T
SH
IE
LD
O N
C O
N C
R
ET
E
FO
U N
D
AT
IO
N
FIELD SURVEY DATA
GIS DATA
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FIELD SURVEY DATA
GIS DATA
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
FI
EL
D
S U
R
VE
Y D
AT
A
G
IS
D
AT
A
FI
EL
D S
U R
VE
Y
D
AT
A
FIELD SURVEY DATA
GIS DATA
FI
EL
D S
U R
VE
Y
D
AT
A
G
IS
D
AT
A
TO
W
O N
LY
FUEL SYSTEM
MAINTENANCE DOCK
33'
33'
33'
33'
AT
FP
P
LA
N
CS150SCALE: 1" = 30' 0 15' 30' 60' 90'A1 ATFP PLAN
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
D
2 3
C
4 5
A
B
M
AR
K
IS
SU
E D
AT
E:
FI
LE
N U
M
BE
R
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
D
AT
E
US Army Corps of Engineers
Omaha District
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
EL
LS
W O
R
TH
A
FB
, S D
O M
AH
A
D
IS
TR
IC
T
AN
SI
D
M
JT
G
O B
FS
B/
PO
N
D J
V B-
F
U
EL
S
YS
M
AI
N
TE
N
AN
C E
D O
C K
B ro ad wa y E xte ns ion
, S uit e 5
Ok lah om a C ity , O
K
8-
5.8
.29
| f sb -a e.c om
D
C
A
B
1 2 3 4 5 ADVERTISEMENT - 100% DESIGN
W
F2
4R
AM
-0
- 1
D
ES
IG
N
IS
SU
ED
F O
R P
R
IC
IN
G
N O
V
N
O V
D . L
EC
KI
E
N . A
D
AM
D S
T.
N
O R
M
AN
NORTH
GENERAL SHEET NOTES
1. REFER TO SHEET C-001 FOR CIVIL LEGEND AND
ABBREVIATIONS.
2. REFER TO SHEET C-002 FOR CIVIL GENERAL NOTES.
3. THIS SHEET IS PART OF A MULTI-SHEET SET OF
CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL
SET TO BEST ENSURE PROPER INTERPRETATION.
TAXIWAY SHOULDER
80 ROW
TAXIWAY
PARA. 3.2.1 PROVIDE A MINIMUM AGGREGATE
CLEARANCE OF 50-FEET INCLUSIVE OF
THE CLEAR ZONE OUTSIDE AND INSIDE
THE INSTALLATION PERIMETER.
FACILITY IS LOCATED MORE THAN 50 FT
FROM THE INSTALLATION PERIMETER.
PARA. 3.3. UNOBSTRUCTED SPACE MUST EXTEND
33-FEET OUT FROM THE BUILDING.
UNOBSTRUCTED SPACE
(SEE NOTES ABOVE)
UFC 4-010-01 NOTES:
LEGEND:
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SPACE
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US Army Corps of Engineers
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CS501
T
17.5" PORTLAND CEMENT CONCRETE
COMPACTED SUBGRADE (SEE SPECIFICATION
31 00 00 FOR REQUIREMENTS)
6" SUBBASE COURSE
NOTES:
1. SEE DETAIL A1 ON CP501 FOR REINFORCEMENT WHEN INDICATED ON
THE PLANS.
2. CONCRETE TO BE IN ACCORDANCE WITH SPECIFICATION 32 13 14.13.
3. SUBBASE COURSE MUST COMPLY WITH SPECIFICATION 32 11 20.
2" HOT MIX ASPHALT SURFACE COURSE
NOTES:
1. SEE DETAIL A1 ON CP501 FOR REINFORCEMENT WHEN INDICATED ON THE PLANS.
2. CONCRETE TO BE IN ACCORDANCE WITH SPEC SECTION 32 13 13.06.
3. GCA BASE COURSE MUST COMPLY WITH SPECIFICATION 32 11 23.
3. SUBBASE COURSE MUST COMPLY WITH SPECIFICATION 32 11 20.
REINFORCEMENT (SEE NOTE 1)
9" PORTLAND CEMENT CONCRETE
4" SUBBASE COURSE
T
NOTES:
1. SEE DETAIL A1 ON CP501 FOR REINFORCEMENT WHEN INDICATED ON THE PLANS.
2. CONCRETE TO BE IN ACCORDANCE WITH SPECIFICATION 32 13 13.06.
3. GCA BASE COURSE MUST COMPLY WITH SPECIFICATION 32 11 23.
4. LIME MODIFIED SUBGRADE MUST COMPLY WITH SPECIFICATION 32 11 13.13.
REINFORCEMENT (SEE NOTE 1)
6" PORTLAND CEMENT CONCRETE
6" LIME MODIFIED SOIL
NOTE:
1. HOT MIX ASPHALT MUST COMPLY WITH SPECIFICATION SECTION 32 12 15.13.
2. PORTLAND CEMENT-STABILIZED BASE COURSE MUST COMPLY WITH SPECIFICATION
32 11 33.13.
3. SUBBASE COURSE MUST COMPLY WITH SPECIFICATION 32 11 20.
REINFORCEMENT (SEE NOTE 1)
SCALE: N.T.S.A2 PCC AIRFIELD PAVEMENT
SCALE: N.T.S.A1 CONCRETE GSE PAVEMENT
SCALE: N.T.S.B1
CONCRETE PAVEMENT REPLACEMENT
(NON- AIRFIELD ROAD)
SCALE: N.T.S.C1 ASPHALT AIRFIELD SHOULDER PAVEMENT
5'
COMPACTED SUBGRADE (SEE SPECIFICATION
31 00 00 FOR COMPACTION REQUIREMENTS)
1/2" EXPANSION JOINT BETWEEN WALK AND
PAVING OR ADJACENT STRUCTURE
EXPANSION JOINTS @ 50' MAX.
SPACING AND AT JUNCTIONS WITH
OTHER STRUCTURES (I.E. CURBS,
FOUNDATIONS, BUILDINGS, ETC.)
AND RIGID PAVING.
EXPANSION JOINT
4" THICK CONCRETE (COMPRESSIVE STRENGTH IN
ACCORDANCE WITH SPECIFICATION 32 16 19)
FINISHED
GRADE
CONTRACTION JOINT SHALL DIVIDE SIDEWALK
INTO SQUARE PANELS. SPACING OF
CONTRACTION JOINTS SHALL EQUAL THE
WIDTH OF THE SIDEWALK.
CONTRACTION JOINT
NOTE: NOTE:
1/4" RADIUS
FINISH
1/8"
1"
1/2"
PREMOLDED JOINT FILLER
EXTENDING TO BOTTOM
SURFACE OF CONCRETE.
B2 CONCRETE SIDEWALK
SCALE: N.T.S.
SCALE: N.T.S.
B4 6" HEADER CURB
SCALE: N.T.S.
*1"R
COMP. SUBGRADE
*6
BASE
SURFACE
*4"
6"
FINISHED
GRADE
CONCRETE
*NOTE: IF…
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