Am_0002_ELB1_Fuel_System_Maint_Dock_100_Per_Des_Vol_I_Part4.pdf
PDF 45 MB Posted
- Attached to
- B-21 Fuels System Maintenance Dock
- Solicitation number
- W9128F24R0019
About this file
This federal contract opportunity summary describes a solicitation for fuel system maintenance dock services. The Department of the Army Corps of Engineers Engineering District Omaha issued solicitation number W9128F24R0019 to provide fuel system maintenance dock services for the B-21 bomber program. Offerors must have the capability to perform maintenance, repair, and overhaul services for aircraft fuel systems and related components. The period of performance is a one year base period with four one-year option periods. Proposals are due by April 15, 2024 and the agency anticipates making award by June 30, 2024.
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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 SHEETS CU201-CU205 FOR UTILITY PROFILES.
5. REFER TO SHEET CU501 FOR UTILITY TRENCH DETAILS.
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RIM=3245.03
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IN CONCRETE
RIM=3245.66
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RIM=3245.30
FL 6" NE=3239.26
FL 6" SW=3239.22
FL 18" NW=3235.57
FL 18" SE=3235.60
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RIM=3241.95
INV NE=3227.65
INV SE=3227.63
AREA INLET
RIM=3241.39
FL 18" NW=3235.31
FL 30" NE=3230.99
FL 30" SE=3230.99
18" RCP
6" V
C P
18" RCP
6" V
C P
" R
C P
24" INW
ELECTRIC VAULT
MH RIM=3244.55
BOTTOM VAULT=3235.03
COMMUNICATIONS VAULT
MH RIM=3244.09
BOTTOM VAULT=3235.18
CASTLE DRIVE
8" W
AT
ER
" I
N W
C
AS
TL
E
D R
IV
E
SANITARY SEWER MH
RIM=3242.65
INV SE=3231.24
INV NE=3231.19
6" STEEL
8" V
C P
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
B-
C
LE
AR
AN
C E
LI
M
IT
S
B-1 CLEARANCE LIMITS
F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
F
F F F F F F F F F F F F132.9'
132.6'
3.
7' T
O C
/L T
AX
IW
AY
A
U
TI
LI
TY
P
LA
N
CU102SCALE: 1" = 20' 0 20' 40' 60'10'A1 UTILITY PLAN
SO
LI
C
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AT
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N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
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C R
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2 3
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BM
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US Army Corps of Engineers
Omaha District
U .S
. A R
M Y
C O
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PS
O F
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W O
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1 2 3 4 5 ADVERTISEMENT - 100% DESIGN
W
F2
4R
AM
-0
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D
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SU
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F O
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S H
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U
F O
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O N
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IN
U A
T
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SHEET KEYNOTES
C/L CONSTRUCTION LIMITS
LEGEND:
100 ROW APRON
TAXIWAY SHOULDER
100 ROW
TAXIWAY
TAXIWAY SHOULDER
MATCH LINE - SEE SHEET CU101 FOR CONTINUATION
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
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
MH
AI
EAFB GIS SHOWS 18" RCP
COMING IN FROM THE NE
AND AI 385'± TO THE NE - CHECK
KEY PLAN
N.T.S.
CU103 CU104 CU107
CU105
CU106
CU101
NORTH
CU102
FIRE WATER A
12" C900 FIRE
WATER LINE
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 SHEETS CU201-CU205 FOR UTILITY PROFILES.
5. REFER TO SHEET CU501 FOR UTILITY TRENCH DETAILS.
6. THRUST BLOCK SHALL BE PROVIDED AT ALL BENDS AND
TEES ON WATER AND FIRE PROTECTION LINES (SEE DETAILS
SHEET CU502).
FIRE WATER A
12" C900 FIRE
WATER LINE
2. 12" FIRE WATER LINE TO BE INSTALLED VIA HORIZONTAL
DIRECTIONAL DRILLING.
36. BORING PIT FOR HORIZONTAL BORING. SEE
SPECIFICATION 33 0 23.13 UTILITY HORIZONTAL
DIRECTIONAL DRILLING.
36 36
118.5' B-1 WINGTIP CLEARANCE LIMITS
TEMPORARY FREE ZONE (SEE C-107
FOR MORE INFORMATION)
EN
D
O
PE
N T
R
EN
C H
H
D D
B O
R E
PI
T
A
BE
G
IN
H D
D
IN
B O
R E
PI
T
A
"HDD BORE PIT A"
"HDD BORE PIT B"
"HDD BORE PIT C"
EN
D
H D
D
IN
B O
R E
PI
T
B
BE
G
IN
H D
D
IN
B O
R E
PI
T
B
END HDD IN BORE PIT C
BEGIN HDD IN BORE PIT C
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
I
IINW
IN
W
IN
W
IN
W
IN
W
IN
W
INW INW INW INW INW INW INW INW INW INW INW INW INW INW INW INW
SD
INW INW INW INW INW
SD SD SD SD SD SD SDSDSD
SD
SD
SD
SD SD SD SD SD SD SD SD
SD SD SD SD SD
W
W W
W
W W W
W
W
W
F
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
IN
W
C/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/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
BUILDING 7230
AREA INLET
RIM=3239.21
FL=3221.57
FLAP GATE
ON 6" VCP
AREA INLET
RIM=3239.63
FL=3232.04
AREA INLET
RIM=3238.63
FL 18" NE=3231.03
FL 30" NW=3230.22
FL 30" SE=3230.23
CONCRETE COMMUNICATIONS
MARKER STAMPED "CABLE"
INDUSTRIAL WASTE MH
RIM=3239.51
INV N=3228.15
INV NW=3227.14
INV SE=3227.01
INDUSTRIAL WASTE MH
RIM=3243.02
INV NW=3221.97
INV SW=3230.03
" R
C P
30" RCP
30" RCP
" I
NW
8" INW
24" INW 24" INW 24" INW
STORM SEWER MH
RIM=3239.68
FL=3235.80
6" VCP
6" V
C P
6" V
C P
STORM SEWER MH
RIM=3240.76
FL 6" E=3232.70
FL 30" NW=3229.28
FL BOX=3221.58 6"
V
CP
STORM SEWER MH
RIM=3240.37
FL 6" NW=3235.00
FL 6" W=3233.38
FL 6" SE=3235.10
FL 6" SW=3233.38
6" VCP 6" VCP
42" RCP
ELECTRIC VAULT
MH RIM=3240.78
(CAN'T OPEN LID)
ELECTRIC VAULT
MH RIM=3240.65
(CAN'T OPEN LID)
ELECTRIC VAULT
MH RIM=3239.88
(CAN'T OPEN LID)
CONCRETE
8" WATER
8" WATER
6" AC
2" C
O
PP
ER
DOCK 90
90 ROW APRON
CASTLE DRIVE
TAXIWAY A TAXIWAY A
TAXIWAY SHOULDER
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
6.
3' T
O C
/L T
AX
IW
AY
A
F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F
127.8'
B-
C
LE
AR
AN
C E
LI
M
IT
S
U
TI
LI
TY
P
LA
N
CU103SCALE: 1" = 20' 0 20' 40' 60'10'A1 UTILITY 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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N
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C E
D O
C K
B ro ad wa y E xte ns ion
, S uit e 5
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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
M A
T C
H L
IN
E
S
E E
S H
E E
T C
U
F O
R C
O N
T
IN
U A
T
IO
N
M A
T C
H L
IN
E
S
E E
S H
E E
T C
U
F O
R C
O N
T
IN
U A
T
IO
N
SHEET KEYNOTES
C/L CONSTRUCTION LIMITS
LEGEND:
90 ROW
TAXIWAYTAXIWAY
SHOULDER
90 ROW APRON
CASTLE DR
ASPHALT ISLAND 90 ROW
TAXIWAY
DOCK 90
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
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
MH
AI
EAFB GIS SHOWS 18" RCP
COMING IN FROM THE NE
AND AI 385'± TO THE NE - CHECK
KEY PLAN
N.T.S.
CU104 CU107
CU105
CU106
CU101
NORTH
CU102 CU103
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 SHEETS CU201-CU205 FOR UTILITY PROFILES.
5. REFER TO SHEET CU501 FOR UTILITY TRENCH DETAILS.
6. THRUST BLOCK SHALL BE PROVIDED AT ALL BENDS AND
TEES ON WATER AND FIRE PROTECTION LINES (SEE DETAILS
SHEET CU502).
FIRE WATER A
12" C900 FIRE WATER LINE
2. 12" FIRE WATER LINE TO BE INSTALLED VIA HORIZONTAL
DIRECTIONAL DRILLING.
36. BORING PIT FOR HORIZONTAL BORING. SEE
SPECIFICATION 33 0 23.13 UTILITY HORIZONTAL
DIRECTIONAL DRILLING.
118.5' B-1 WINGTIP CLEARANCE LIMITS
TEMPORARY FREE ZONE (SEE C-107
FOR MORE INFORMATION)
"HDD BORE PIT D"
END HDD IN BORE PIT D
BEGIN HDD IN BORE PIT D
IN
W
IN
W
IN
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 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 E
E
E E E E E E E E E E E E E E E E E E E
I IINW INW INW INW INW INW INW INW INW INW INW INW INW INW INW INW INW INW
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
WWWWWWWWWWWWWWWWW
E E
E E
E
I
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
WWWWWWWW
SD SD
SD
SD
SD
SD
SD
SD
INW INW INW
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD SD SD
W W
W W
W W
W W
W W
W W
W W W W W W W W
SD
C/LC/LC/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
/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/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
AREA INLET
RIM=3231.24
FL=3219.74
STORM SEWER VAULT
MH RIM=3235.41
FL 42" NW=3220.52
FL 6" W=3230.86
FL 30" NE=3220.57
FL 48" SE=3220.85
INDUSTRIAL WASTE MH
RIM=3233.89
INV 18" NE=3225.03
INV 24" NW=3224.88
INV 24" SE=3224.79
INDUSTRIAL WASTE MH
RIM=3237.90
INV 24" NW=3226.44
INV 24" SE=3226.47
ELECTRIC BOX ON
CONCRETE PAD
ELECTRIC VAULT
MH RIM=3236.29
BOTTOM VAULT=3227.54
COMMUNICATIONS VAULT
MH RIM=3236.30
BOTTOM VAULT=3227.35
SANITARY
SEWER MH
RIM=3235.86
INV 4" SE=3227.80
INV 8" NE=3227.82
INDUSTRIAL WASTE MH
RIM=3235.67
INV SW=3224.98
INV NE=3224.70
AREA INLET
RIM=3232.31
FL=3220.73
CASTLE DRIVE
8" WATER 8" WATER
STORM SEWER VAULT
MH RIM=3238.68
FL 30" NE=3220.87
FL 42" NW=3220.81
FL 42" SE=3220.87
STORM SEWER JB
MH RIM=3238.59
FL 6" NW=3230.86
FL 6" NE=3229.42
FL MH=3221.97
" R
C P
6" VCP
42" RCP
24" INW
6" V
CP
" R
C P
FLAP GATE
ON 6" VCP
6" VCP
6" V
C P
" R
C P
ELECTRIC VAULT
MH RIM=3233.46
FL=3227.46
STORM SEWER MH
RIM=3238.71
FL 6" SE=3234.51
FL 6" NE=3231.25
FL 6" E=3231.25
6"
V C
P
6" VCP
COMMUNICATIONS
VAULT
MH RIM=3238.22
6" PVC ENTERS JB
ABOVE MAIN PIPE
" I
N W
" I
N W
" I
N W
24" INW 24" INW
ELECTRIC VAULT
MH RIM=3239.00
(CAN'T OPEN LID)
8" WATER
8" W
AT
ER
CONCRETE
CAP FOR VAULTS
CONCRETE
BOLLARDS AROUND
"CASS REFUEL"
EMERGENCY SWITCH
48" RCP 48" RCP
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
D D D
C O
SS
C O
MH IW A.1
IWMH IW A1.2
B-1 CLEARANCE LIMITS17
6.
1' T
O C
/L
TA
XI
W
AY
A
U E
U E
U E
U E
U E
UE
UE
UE
UE
UE
U E
U E
U E
U E
U E
UE
UE
UE UE UE UE UE UE UE UE UE UE UE
F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
F
H Y D
H
Y D
F F F F F F F F
F F
F F
F F
F F
F
F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F
F
F F
F F
F F
F F
F F
F F
IW
IW
IW
IW
IW
IW
IW
IW
IW
U E
U E
U E
UE UE UE
U E
U E
U E
U E
UE UE UE
U E
U E
U E
U E
U E
U E
S
UE
UE
UE
U E
UE UE UE UE UE
F
U E
U E
C O
IW
IW
IW
IW
118.5'
B-
C
LE
AR
AN
C E
LI
M
IT
S
B-
C
LE
AR
AN
C E
LI
M
IT
S
108.8'
U
TI
LI
TY
P
LA
N
CU104SCALE: 1" = 20' 0 20' 40' 60'10'A1 UTILITY 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
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D
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N
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B
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D
ES
C R
IP
TI
O N
D
2 3
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4 5
A
B
M
AR
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AT
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FI
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M
BE
R
SI
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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
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B/
PO
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D J
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F
U
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M
AI
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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
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D S
T.
N
O R
M
AN
NORTH
MATCH LINE - SEE SHEET CU105 FOR CONTINUATION
M A
T C
H L
IN
E
S
E E
S H
E E
T C
U
F O
R C
O N
T
IN
U A
T
IO
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M A
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H L
IN
E
S
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S H
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T C
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F O
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IN
U A
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SHEET KEYNOTES
FH2
FH4 (LOW PROFILE FH)
6" HDPE INDUSTRIAL
WASTE LINE
C/L CONSTRUCTION LIMITS
LEGEND:
24. 6" HDPE INDUSTRIAL WASTE LINE FROM INTERIOR TRENCHES
TO SPILL CONTAINMENT TANK FOR R-11 CONTAINMENT WITH
INLET AND VALVE ROUTED TO UNDERGROUND STORAGE TANK.
FUEL SYSTEM
MAINTENANCE DOCK
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
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ST
OP
STOP I
I
I
W V
WV
W V
I
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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
MH
AI
EAFB GIS SHOWS 18" RCP
COMING IN FROM THE NE
AND AI 385'± TO THE NE - CHECK
KEY PLAN
N.T.S.
CU103 CU107
CU105
CU106
CU101
NORTH
CU102 CU104
25. ELECTRICAL DUCTBANK, REFER TO ES101 FOR DETAILS.
29. ELECTRICAL CONDUIT UNDERNEATH PAVEMENT INSTALLED BY
DIRECTIONAL BORE.
FIRE WATER A
12" C900 FIRE WATER LINE
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 SHEETS CU201-CU205 FOR UTILITY PROFILES.
5. REFER TO SHEET CU501 FOR UTILITY TRENCH DETAILS.
6. THRUST BLOCK SHALL BE PROVIDED AT ALL BENDS AND
TEES ON WATER AND FIRE PROTECTION LINES (SEE DETAILS
SHEET CU502).
7. REPLACE AC WATER LINE TO THE NEAREST JOINT, ON EACH
SIDE OF THE CONNECT, WITH PVC WHERE NEW WATER LINE
CONNECTS TO EXISTING AC WATER LINE.FIRE WATER B
12" C900 FIRE
WATER LINE
FIRE WATER D
10" C900 FIRE WATER LINE
FIRE WATER C
10" C900 FIRE WATER LINE
19. FIRE HYDRANT ASSEMBLY (DETAIL B4/CU503). CONNECT
TO EXISTING WATER LINE. PROVIDE STORZ CONNECTIONS
TO 4" FIRE HYDRANT CAP. MARK FLOW RATE OF
HYDRANTS (NFPA 291) BY USING A COLORED BAND.
4. OPEN CUT TRENCH WITH STEEL PLATES UNTIL BERGSTROM
DRIVE PAVEMENT IS REPLACED.
3. OPEN CUT TRENCH WITH STEEL PLATES UNTIL CASTLE
DRIVE PAVEMENT IS REPLACED.
2. 12" FIRE WATER LINE TO BE INSTALLED VIA
HORIZONTAL DIRECTIONAL DRILLING.
5. CONNECT 10" FIRE WATER LINE TO NEW 12" FIRE
WATER LINE WITH A 12" X 12" X 10" TEE .
7. GATE VALVE (DETAILS B1/CU503 AND A3/CU503).
8. 5,000 GALLON (8'X18') SPILL CONTAINMENT TANK
(DETAIL A3/CU506).
23. INDUSTRIAL WASTE AIRCRAFT RATED MANHOLE
(DETAIL A1/CU504).
UE UNDERGROUND ELECTRICAL CONDUIT -
REFER TO ES101 AND E-141 FOR DETAILS
35. CONNECT 12" FIRE WATER LINE TO NEW 12" FIRE WATER
LINE WITH A 12" X 12" TEE .
32. STATIC GROUND POINT, REFER TO E-131 FOR DETAILS.
33. GROUND ROD TEST WELL, REFER TO E-131 FOR DETAILS.
34. GROUND ROD, REFER TO E-131 FOR DETAILS.
15. CONNECT 6" WATER LINE TO EXISTING WATER MAIN.
WITH TAPPING SLEEVE AND VALVE (DETAIL C3/CU501).
(TYP)
36. BORING PIT FOR HORIZONTAL BORING. SEE SPECIFICATION
33 0 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING.
40. POST INDICATOR VALVE (PIV) (DETAIL A1/CU503)
34 (TYP)SEE PLUMBING DWGS
FOR CONTINUATION
118.5' B-1 WINGTIP CLEARANCE LIMITS
FDC (SEE FX101 FOR
MORE INFORMATION)
TEMPORARY FREE ZONE (SEE C-107
FOR MORE INFORMATION)
"HDD BORE PIT E" "HDD BORE PIT F"
END HDD IN BORE PIT E
BEGIN HDD IN BORE PIT E
END HDD IN BORE PIT F
BEGIN HDD IN BORE PIT F
SD
SD
SD
SD
G G
G G
G G
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COMM
C O
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F F
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SD
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W W
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W W
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SA
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SA
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SA
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SA
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W
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W
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W
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W
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W
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SA
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SA
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SD
SD
SD
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SD
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SD
SD
SD
SD
SD
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W W
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C /L
C /L
C /L
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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 /L
C /L
C/LC/L
C /L
C/LC/LC/LC/LC/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 /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
AUTO-SPRINKLER
VENT
VENT
ELECTRIC CONDUIT
AND JUNCTION BOX
JB
STORM SEWER CLEANOUT
STEEL LID=3236.09
FL=(CAN'T OPEN LID)
AREA INLET
RIM=3238.22
FL=3225.22
AREA INLET
RIM=3238.16
(NO INV -
VALVE CLOSED)
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W
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D S
D S
D S
D S
D S
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SANITARY SEWER MH
RIM=3234.54
INV SE=3225.90
INV SW=3225.77
INV NE=3225.72
8" V
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6" PVC
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RIM=3235.30
INV SE=3227.09
INV SW=3227.15
INV NE=3227.01
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EL=3236.49
DOOR THRESHOLD
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SI
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COMMUNICATIONS VAULT
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BOTTOM VAULT=3225.91
OVERHEAD
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FL=3231.14
TYPE B INLET
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FL=3231.33
AREA INLET
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FL=3223.05
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AREA INLET
RIM=3238.31
FL=3224.01
AREA INLET
RIM=3238.27
(NO INV -
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6" FIRE WATER
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SHEET KEYNOTES
4. OPEN CUT TRENCH WITH STEEL PLATES UNTIL BERGSTROM
DRIVE PAVEMENT IS REPLACED.
FH1
FH3 (LOW PROFILE FH)
WATER LINE 1
6" PVC WATER LINE
2" PE NATURAL GAS LINE
WATER LINE 2
3" PVC WATER LINE
4" PVC SANITARY SEWER LINE
LEGEND:FUEL SYSTEM
MAINTENANCE DOCK
II
ST
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STOP
CP 308
CP 309
CP 312
CP 310
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KEY PLAN
N.T.S.
CU103 CU104 CU107
CU106
CU101
NORTH
CU102
CU105
25. ELECTRICAL DUCTBANK, REFER TO ES101 FOR DETAILS.
26. PAD MOUNTED ELECTRICAL EQUIPMENT, REFER TO ES101
FOR DETAILS.
28. PAD MOUNTED TRANSFORMER, REFER TO ES101 FOR DETAILS.
29. ELECTRICAL CONDUIT INSTALLED BY DIRECTIONAL BORE.
30. TELECOMMUNICATIONS DUCTBANK, REFER TO ES101 FOR DETAILS.
27. TELECOMMUNICATIONS HANDHOLE, REFER TO ES101 FOR DETAILS.
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 SHEETS CU201-CU205 FOR UTILITY PROFILES.
5. REFER TO SHEET CU501 FOR UTILITY TRENCH DETAILS.
6. THRUST BLOCK SHALL BE PROVIDED AT ALL BENDS AND TEES
ON WATER AND FIRE PROTECTION LINES (SEE DETAILS SHEET
CU502).
7. REPLACE AC WATER LINE TO THE NEAREST JOINT, ON EACH
SIDE OF THE CONNECT, WITH PVC WHERE NEW WATER LINE
CONNECTS TO EXISTING AC WATER LINE.
FIRE WATER B
12" C900 FIRE
WATER LINE
14. CONNECT 12" FIRE WATER LINE TO EXISTING 16" FIRE WATER
LINE TAPPING SLEEVE AND VALVE (DETAIL C3/CU501). VALVE
SHALL BE A POST INDICATOR VALVE (DETAIL A1/CU503).
7. GATE VALVE (DETAILS B1/CU503 AND A3/CU503).
MATCH LINE - SEE SHEET CU106 FOR CONTINUATION
10. CONNECT 6" SANITARY SEWER LINE TO EXISTING
SANITARY SEWER LINE WITH DOGHOUSE MANHOLE
(DETAIL A3/CU504).
11. CONNECT 3" DOMESTIC WATER LINE TO EXISTING WATER
MAIN WITH TAPPING SLEEVE AND VALVE (DETAIL C3/CU501).
12. CONNECT 10" FIRE WATER LINE TO EXISTING FIRE WATER LINE
WITH TAPPING SLEEVE AND VALVE (DETAIL C3/CU501). ENCASE
WATERLINE WITH 6-INCHES OF CONCRETE ON ALL SIDES.
13. CONNECT 2" NATURAL GAS LINE TO EXISTING NATURAL GAS LINE.
IAW SPECIFICATION 33 11 23 NATURAL GAS AND LIQUID
PETROLEUM PIPING.
15. CONNECT 6" WATER LINE TO EXISTING WATER MAIN.
WITH TAPPING SLEEVE AND VALVE (DETAIL C3/CU501).
18. 10" C900 FIRE WATER LINE
20. SANITARY SEWER CLEANOUT (DETAIL B3/CU503)
21. MECHANICAL EQUIPMENT PAD.
(TYP)
(TYP)
FIRE WATER D
10" C900 FIRE WATER LINE
32. STATIC GROUND POINT, REFER TO ES101 FOR DETAILS.
(TYP)
33. GROUND ROD TEST WELL, REFER TO ES101 FOR DETAILS.
34. GROUND ROD, REFER TO ES101 AND ES101 FOR DETAILS.
C/L CONSTRUCTION LIMITS
UE UNDERGROUND ELECTRICAL CONDUIT -
REFER TO ES101 AND E-141 FOR DETAILS
6" PVC
SANITARY
SEWER
39. SANITARY SEWER MANHOLE (DETAIL A1/CU504)
19. FIRE HYDRANT ASSEMBLY (DETAIL B4/CU503). CONNECT TO
EXISTING WATER LINE. PROVIDE STORZ CONNECTIONS TO 4"
FIRE HYDRANT CAP. MARK FLOW RATE OF HYDRANTS (NFPA 291)
BY USING A COLORED BAND.
4" PVC SANITARY SEWER LINE
MECHANICAL
EQUIPMENT
RAISED
PLATFORM
24. 6" HDPE INDUSTRIAL WASTE LINE.
23. INDUSTRIAL WASTE AIRCRAFT RATED MANHOLE ( DETAIL A1/CU504)
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
G G
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C O
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C O
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COMM
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C /L
C /L
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C /L
C /L
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C /L
C /L
C /L
C /L
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C /L
C /L
C /L
C /L
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AREA INLET
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FL=3225.02
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RIM=3235.36
INV NE=3227.41
INV SW=3227.4424
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BUILDING 7242
DOCK 81
SANITARY SEWER MH
RIM=3234.36
INV SW=3223.96
INV NW=3223.98
INV SE=3223.95
INV NE=3223.92
STORM SEWER MH
RIM=3236.17
FL=3230.84
6" V
C P
" F
IR
E
W
AT
ER
8" W
AT
ER
6" FIRE WATER
D S
D
S DS
D S
D S
D S
CPT
18" INDUSTRIAL WASTE
SERVICE LINE, FROM EAFB GIS
8"
IN
W
4" PVC INDUSTRIAL
WASTE SERVICE LINE,
FROM EAFB GIS
BOLLARDS
BOLLARDS
ELECTRIC
SWITCH
BOLLARD
DOOR STOP
SI
D
EW
AL
K
CONCRETE
CONTAINMENT
WALL AROUND
ELECTRIC BOX
12" PVC
FL=3232.01
12" PVC
FL=3232.78
SIDEWALK
ELECTRIC
CONDUIT AND
JUNCTION BOX
ON I-BEAM
METAL STEPS
AND LANDING
FOR UPPER
DOOR
ELECTRIC MH
(APPROXIMATE)
MH RIM=3237.12
BOTTOM
VAULT=3226.62COMMUNICATIONS VAULT
(APPROXIMATE)
MH RIM=3237.18
BOTTOM VAULT=3226.66
ELECTRIC MH, SURVEYOR
UNABLE TO TELL VAULT
SIZE OR SHAPE
MH RIM=3235.23
BOTTOM VAULT=3224.49
STEEL LID
RIM=3234.59
(CAN'T OPEN,
UNKNOWN PURPOSE)
WATER MH
RIM=3234.14
TOP PIPE=3227.02
BE
R
G
ST
R O
M D
R
IV
E
" R
C P
" R
C P
SANITARY SEWER MH
RIM=3235.98
INV NW=3223.07
INV SE=3223.03
INDUSTRIAL WASTE MH
RIM=3236.12
INV SW=3229.12
INV NW=3228.95
INDUSTRIAL WASTE MH
RIM=3234.55
INV SW=3227.62
INV SE=3227.65
" I
N W
18" INW
8" VCP
8" VCP
8" W
AT
ER
2" COPPER
" F
IR
E
W
AT
ER
2" C
O
PP
ER
2"
C O
PP
ER
BOLLARDS
BOLLARD DOOR STOP
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
SIDEWALK
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
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
" F
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W
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FI
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D S
U R
VE
Y
D
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A
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IS
D
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A
DOCK 81UE
UE
U
E U
E U
E U
E U
E U
E U
E U
E U
E U
E U
E
UE UE UE UE
UE
UE
U
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CU106SCALE: 1" = 20' 0 20' 40' 60'10'A1 UTILITY PLAN
SO
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C
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AT
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N N
O
FI
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N
AM
E:
D R
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N
B Y:
C H
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US Army Corps of Engineers
Omaha District
U .S
. A R
M Y
C O
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PS
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8-
5.8
.29
| f sb -a e.c om
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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
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IC
IN
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N
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D . L
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KI
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N . A
D
AM
D S
T.
N
O R
M
AN
NORTH
MATCH LINE - SEE SHEET CU105 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 SHEETS CU201-CU205 FOR UTILITY PROFILES.
5. REFER TO SHEET CU501 FOR UTILITY TRENCH DETAILS.
6. THRUST BLOCK SHALL BE PROVIDED AT ALL BENDS AND
TEES ON WATER AND FIRE PROTECTION LINES (SEE DETAILS
SHEET CU502).
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
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
MH
AI
EAFB GIS SHOWS 18" RCP
COMING IN FROM THE NE
AND AI 385'± TO THE NE - CHECK
KEY PLAN
N.T.S.
CU103 CU104 CU107
CU105CU101
NORTH
CU102
CU106
SHEET KEYNOTES
25. ELECTRICAL DUCTBANK, REFER TO ES101 FOR DETAILS.
29. ELECTRICAL CONDUIT INSTALLED BY DIRECTIONAL BORE.
25 29
SDSDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD
II INW INW INW INW INW INW INW INW INW INW INW
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
SD SD SD
INW INW INW
SD SD SD SD SD
SD
SD
SD
SD
SD
SD
W
SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
C/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/LC/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
60"
RCP
STORM SEWER JB
MH RIM=3231.80
FL BOX=3223.14
FL SE=3223.25
FL NE=3224.54
STORM SEWER JB
TOP CONCRETE
STRUCTURE=3229.6±
MH RIM=3230.20
FL BOX=3218.25
FL NE=3218.65
AREA INLET
RIM=3227.27
FL BOX=3218.12
CLEANOUT
RIM=3231.44
FL=3224.18
AREA INLET
RIM=3231.90
HOLE CUT IN
BOX FLOOR /TOP PIPE
BOX FLOOR=3223.80
FL 60" RCP=3218.92
6" V
C P
6" V
C P
INDUSTRIAL WASTE MH
RIM=3233.00
INV NW=3223.83
INV SE=3223.69
INDUSTRIAL WASTE MH
RIM=3230.53
INV NW=3223.37
INV SE=3223.43
60" RCP
STORM SEWER MH
RIM=3233.98
FL=3219.48
8" WATER
6" VCP
6" VCP
24" INW 24" INW
STORM SEWER MH
RIM=3232.76
FL NW=3228.69
FL W=3226.33
FL SW=3226.42
FL SE (BOTTOM BOX)=3226.29
6" VCP
6" VCP LOCATION
SHOWN IS FROM
EAFB GIS
INFORMATION
6" V
C P
6" V
C P
6" VCP
STORM SEWER MH
RIM=3232.70
FL NW (BOTTOM BOX)=3228.85
FL NE=3228.90
ELECTRIC VAULT
MH RIM=3233.64
(CAN'T OPEN LID)
ELECTRIC VAULT
MH RIM=3232.83
(CAN'T OPEN LID)
ELECTRIC VAULT
MH RIM=3231.98
(CAN'T OPEN LID)
6" VCP
48" RCP
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
AT
A
G
IS
D
AT
A
FIELD SURVEY DATA
GIS DATA
FIELD SURVEY DATA
GIS DATA
B-1 CLEARANCE LIMITS
F F
F
F F
F F
F F
F F
F F
F F
F
FFFFFFFF
F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F
S S
251' TO
C/L
TAXIWAY
B-
C
LE
AR
AN
C E
LI
M
IT
S
8.
9' T
O C
/L T
AX
IW
AY
A
189.9'
U
TI
LI
TY
P
LA
N
SCALE: 1" = 20' 0 20' 40' 60'10'A1 UTILITY 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
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
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B/
PO
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D J
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F
U
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S
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M
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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
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N . A
D
AM
D S
T.
N
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M
AN
NORTH
M A
T C
H L
IN
E
S
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S H
E E
T C
U
F O
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O N
T
IN
U A
T
IO
N
SHEET KEYNOTES
CU107
C/L CONSTRUCTION LIMITS
LEGEND:
12" FIRE WATER LINE
(INSTALLED BY OTHERS
UNDER LO PROJECT)
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
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
MH
AI
EAFB GIS SHOWS 18" RCP
COMING IN FROM THE NE
AND AI 385'± TO THE NE - CHECK
KEY PLAN
N.T.S.
CU103 CU104
CU105
CU106
CU101
NORTH
CU102 CU107
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 SHEETS CU201-CU205 FOR UTILITY PROFILES.
5. REFER TO SHEET CU501 FOR UTILITY TRENCH DETAILS.
6. THRUST BLOCK SHALL BE PROVIDED AT ALL BENDS AND
TEES ON WATER AND FIRE PROTECTION LINES (SEE DETAILS
SHEET CU502).
FIRE WATER A
12" C900 FIRE WATER LINE
2. 12" FIRE WATER LINE TO BE INSTALLED VIA HORIZONTAL
DIRECTIONAL DRILLING.
22. CONNECT 12" FIRE WATER LINE TO EXISTING FIRE WATER
LINE. WITH TAPPING SLEEVE AND VALVE (DETAIL C3/CU501).
VALVE SHALL BE A POST INDICATOR VALVE (DETAIL
A1/CU503).
36. BORING PIT FOR HORIZONTAL BORING. SEE
SPECIFICATION 33 0 23.13 UTILITY HORIZONTAL
DIRECTIONAL DRILLING.
118.5' B-1 WINGTIP CLEARANCE LIMITS
TEMPORARY FREE ZONE (SEE C-107
FOR MORE INFORMATION)
"HDD BORE PIT G"
END HDD IN BORE PIT G
I
I
G
E 3237.27
.1
I
I
W
III I
I
I
I
I
I
I I
CP 308
AG
JB
AG
JB
BE
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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
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
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
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A
G
IS
D
AT
A
FI
EL
D S
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Y
D
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A
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IS
D
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A
FI
EL
D S
U R
VE
Y
D
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A
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IS
D
AT
A
FI
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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
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Y D
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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
D D C
O
D
C O
C O
DOCK 70
DOCK 71
DOCK 72
DOCK 73
DOCK 81
DOCK 82
DOCK 80
DOCK 81
G
F F
F F
F F
F F
F
H Y D
H
Y
D
H
Y
D
H
Y
D
F
F F
F F
F F
F F
F
F F F F F
F F
F
F F F F F F F F F F F F F F F F F F F F F F F F F F F
S
S CO
S
F F
F F
F F
IW
IW
IW
W
W
S
SS MH B.2
SS
" P
VC
C O
IW
IW
IW
IW
IW
" P
VC
IW
O
VE
R
AL
L C
AT
H
O D
IC
PR
O
TE
C
TI
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P
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N
CU120SCALE: 1" = 100' 0 50' 100' 200' 300'A1 OVERALL CATHODIC PROTECTION 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.
4. PROVIDE CATHODIC PROTECTION (CP) TEST STATIONS FOR
BURIED METALLIC PIPES AND FITTINGS PER SPECIFICATION
SECTION 26 42 13.
5. ELECTRICALLY ISOLATE THE NEW DUCTILE IRON PIPING
FROM EXISTING PIPES, BUILDING GROUNDING, AND OTHER
UTILITIES. INSTALL DIELECTRIC GASKETS AND SPACERS AT
BUILDING CONNECTIONS, AS NEEDED. VERIFY ELECTRICAL
ISOLATION BEFORE BACKFILLING THE PIPES.
6. CONTRACTOR PROVIDED AS-BUILT DRAWINGS SHOULD
INDICATE THE EXACT LOCATION OF INSTALLED CP TEST
STATIONS AND THE PIPE COMPONENTS INCLUDED IN EACH
TEST STATION.
7. THE METALLIC WATER AND FIRE LINE FITTINGS SHALL HAVE
15 TO 25 MIL COATING PRIOR TO INSTALLATION. FIELD COAT
ALL BOLTS AND COLLARS. CONDUCT HOLIDAY TESTS AND
REPAIR COATINGS, AS NEEDED.
8. ELECTRICALLY BOND ALL DUCTILE IRON COMPONENTS AND
MECHANICAL AND SLIP CONNECTIONS ON UNDERGROUND
WATER AND FIRE LINES. VERIFY ELECTRICAL CONTINUITY
PRIOR TO BURIAL.
9. REFER TO SHEETS CU505 AND CU506 FOR CATHODIC
PROTECTION DETAILS.
CU122 CU123 CU124 CU127
CU125CU121
CU126
FUEL SYSTEM
MAINTENANCE
DOCK
NO NEW WORK
NO NEW WORK
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
W W
W W
W W
W
SD
SD
SD
SD
SD
SD
SD
SD
F F
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
SA
N
SA
N
SA
N
SAN
COMM
G G
G 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
I IINW INW
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
W W
W W
W W
W W
W W
W W
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
E E
E E
E E
E E
E E
E E
E E
E
IN
W
INW
IN
W
JBCPT
CPT
JB
C
AS
TL
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D R
IV
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C
AS
TL
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D R
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FI
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D S
U R
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D
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A
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D
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FI
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D S
U R
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D
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A
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D
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A
F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
C
AT
H O
D
IC
P R
O
TE
C
TI
O N
P
LA
N
CU121SCALE: 1" = 20' 0 20' 40' 60'10'A1 CATHODIC PROTECTION PLAN
SO
LI
C
IT
AT
IO
N N
O
FI
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N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
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D
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IG
N
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B
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D
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C R
IP
TI
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2 3
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4 5
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B
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IS
SU
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FI
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N U
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BE
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SI
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SU
BM
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D B
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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
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
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FS
B/
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C E
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 CU122 FOR CONTINUATION
FIRE WATER A
12" C900 FIRE WATER LINE
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
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I
JB
CPT
I
CPT
AG
AG
E
G
JB
AG
AG
AG
AG
AG
AG
AG
JB
JB
CP 307
JB
JB
WV CPT
CPT
I I
JB
JB
MH
AI
EAFB GIS SHOWS 18" RCP
COMING IN FROM THE NE
AND AI 385'± TO THE NE - CHECK
CU122
KEY PLAN
N.T.S.
CU123 CU124 CU127
CU125
CU126
CU121
NORTH
LEGEND:
100 ROW APRON
DOCK 90
DOCK 91
INSTALL TWO ANODES AND ONE
CPTS PER DETAIL C1/CU505.
BOND TAPPING SLEEVE AND
VALVE PER DETAIL A1/CU505.
CPTS-F11
CONNECTION POINT OF NEW 12"
FIRE WATER LINE TO EXISTING
16" FIRE WATER LINE.
F F
F F
CPTS-F#
CATHODIC PROTECTION TEST STATION ON
DIP FIRE WATER COMPONENT
FIRE WATER LINE
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. PROVIDE CATHODIC PROTECTION (CP) TEST STATIONS FOR
BURIED METALLIC PIPES AND FITTINGS PER SPECIFICATION
SECTION 26 42 13.
5. ELECTRICALLY ISOLATE THE NEW DUCTILE IRON PIPING
FROM EXISTING PIPES, BUILDING GROUNDING, AND OTHER
UTILITIES. INSTALL DIELECTRIC GASKETS AND SPACERS AT
BUILDING CONNECTIONS, AS NEEDED. VERIFY ELECTRICAL
ISOLATION BEFORE BACKFILLING THE PIPES.
6. CONTRACTOR PROVIDED AS-BUILT DRAWINGS SHOULD
INDICATE THE EXACT LOCATION OF INSTALLED CP TEST
STATIONS AND THE PIPE COMPONENTS INCLUDED IN EACH
TEST STATION.
7. THE METALLIC WATER AND FIRE LINE FITTINGS SHALL HAVE
15 TO 25 MIL COATING PRIOR TO INSTALLATION. FIELD COAT
ALL BOLTS AND COLLARS. CONDUCT HOLIDAY TESTS AND
REPAIR COATINGS, AS NEEDED.
8. ELECTRICALLY BOND ALL DUCTILE IRON COMPONENTS AND
MECHANICAL AND SLIP CONNECTIONS ON UNDERGROUND
WATER AND FIRE LINES. VERIFY ELECTRICAL CONTINUITY
PRIOR TO BURIAL.
9. REFER TO SHEETS CU505 AND CU506 FOR CATHODIC
PROTECTION DETAILS.
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
W W
W W
W W
W W
W W
W W
I INW INW INW INW INW INW INW
SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
WWWWWWWWWW
W
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
SD
SD
SD
SD
SD
SD
SD
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
CASTLE DRIVE
8" W
AT
ER
C
AS
TL
E
D R
IV
E
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
F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
F
F F F F F F F F F F F F
C
AT
H O
D
IC
P R
O
TE
C
TI
O N
P
LA
N
CU122SCALE: 1" = 20' 0 20' 40' 60'10'A1 CATHODIC PROTECTION 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
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D
2 3
C
4 5
A
B
M
AR
K
IS
SU
E D
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
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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
U
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 CU121 FOR CONTINUATION
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
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
MH
AI
EAFB GIS SHOWS 18" RCP
COMING IN FROM THE NE
AND AI 385'± TO THE NE - CHECK
KEY PLAN
N.T.S.
CU123 CU124 CU127
CU125
CU126
CU121
NORTH
CU122
FIRE WATER A
12" C900 FIRE WATER LINE
(END OF HDD / BEGIN
OPEN TRENCH)
FIRE WATER A
12" C900 FIRE WATER LINE
LEGEND:
F F
F F
CPTS-F#
CATHODIC PROTECTION TEST STATION ON
DIP FIRE WATER COMPONENT
FIRE WATER LINE
INSTALL ONE ANODE
AND ONE CPTS PER
DETAIL C2/CU505.
CPTS-F12
CPTS-F13
INSTALL ONE ANODE
AND ONE CPTS PER
DETAIL C2/CU505.
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. PROVIDE CATHODIC PROTECTION (CP) TEST STATIONS FOR
BURIED METALLIC PIPES AND FITTINGS PER SPECIFICATION
SECTION 26 42 13.
5. ELECTRICALLY ISOLATE THE NEW DUCTILE IRON PIPING
FROM EXISTING PIPES, BUILDING GROUNDING, AND OTHER
UTILITIES. INSTALL DIELECTRIC GASKETS AND SPACERS AT
BUILDING CONNECTIONS, AS NEEDED. VERIFY ELECTRICAL
ISOLATION BEFORE BACKFILLING THE PIPES.
6. CONTRACTOR PROVIDED AS-BUILT DRAWINGS SHOULD
INDICATE THE EXACT LOCATION OF INSTALLED CP TEST
STATIONS AND THE PIPE COMPONENTS INCLUDED IN EACH
TEST STATION.
7. THE METALLIC WATER AND FIRE LINE FITTINGS SHALL HAVE
15 TO 25 MIL COATING PRIOR TO INSTALLATION. FIELD COAT
ALL BOLTS AND COLLARS. CONDUCT HOLIDAY TESTS AND
REPAIR COATINGS, AS NEEDED.
8. ELECTRICALLY BOND ALL DUCTILE IRON COMPONENTS AND
MECHANICAL AND SLIP CONNECTIONS ON UNDERGROUND
WATER AND FIRE LINES. VERIFY ELECTRICAL CONTINUITY
PRIOR TO BURIAL.
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
I
IINW
IN
W
IN
W
IN
W
IN
W
IN
W
INW INW INW INW INW INW INW INW INW INW INW INW INW INW INW INW
SD
INW INW INW INW INW
SD SD SD SD SD SD SDSDSD
SD
SD
SD
SD SD SD SD SD SD SD SD
SD SD SD SD SD
W
W W
W
W W W
W
W
W
F
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
IN
W
BUILDING 7230
CONCRETE
8" WATER
8" WATER
6" AC
2" C
O
PP
ER
DOCK 90
90 ROW APRON
CASTLE DRIVE
TAXIWAY A TAXIWAY A
TAXIWAY SHOULDER
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
F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F
C
AT
H O
D
IC
P R
O
TE
C
TI
O N
P
LA
N
CU123SCALE: 1" = 20' 0 20' 40' 60'10'A1 CATHODIC PROTECTION 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
M A
T C
H L
IN
E
S
E E
S H
E E
T C
U
F O
R C
O N
T
IN
U A
T
IO
N
M A
T C
H L
IN
E
S
E E
S H
E E
T C
U
F O
R C
O N
T
IN
U A
T
IO
N
LEGEND:
90 ROW
TAXIWAYTAXIWAY
SHOULDER
90 ROW APRON
CASTLE DR
ASPHALT ISLAND 90 ROW
TAXIWAY
DOCK 90
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
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
MH
AI
EAFB GIS SHOWS 18" RCP
COMING IN FROM THE NE
AND AI 385'± TO THE NE - CHECK
KEY PLAN
N.T.S.
CU124 CU127
CU125
CU126
CU121
NORTH
CU122 CU123
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.
FIRE WATER A
12" C900 FIRE WATER LINE
F F FIRE WATER LINE
IN
W
IN
W
IN
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 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 E
E
E E E E E E E E E E E E E E E E E E E
I IINW INW INW INW INW INW INW INW INW INW INW INW INW INW INW INW INW INW
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
WWWWWWWWWWWWWWWWW
E E
E E
E
I
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
IN
W
WWWWWWWW
SD SD
SD
SD
SD
SD
SD
SD
INW INW INW
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD SD SD
W W
W W
W W
W W
W W
W W
W W W W W W W W
SD
CP 310
AG AG AG AG
AG AG AG
AGAGAGAG
CASTLE DRIVE
8" WATER 8" WATER8" WATER
8" W
AT
ER
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
D D D
C O
SS
C O
U E
U E
U E
U E
U E
UE
UE
UE
UE
UE
U E
U E
U E
U E
U E
UE
UE
UE UE UE UE UE UE UE UE UE UE UE
F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
F F
F
H Y D
H
Y D
F F F F F F F F
F F
F F
F F
F F
F
F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F
F
F F
F F
F F
F F
F F
F F
IW
IW
IW
IW
IW
IW
IW
IW
IW
U E
U E
U E
UE UE UE
U E
U E
U E
U E
UE UE UE
U E
U E
U E
U E
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CU124SCALE: 1" = 20' 0 20' 40' 60'10'A1 CATHODIC PROTECTION PLAN
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1 2 3 4 5 ADVERTISEMENT - 100% DESIGN
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FH2
FH4
6" HDPE INDUSTRIAL WASTE LINE
(CATHODIC PROTECTION NOT REQUIRED)
FUEL SYSTEM
MAINTENANCE DOCK
II
ST
OP
STOP
CP 308
CP 309
CP 312
CP 310
I I
AG AG AG AG
AG AG AG
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AG
AG AG
AG
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AG
AG AG AG
AGAG
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AI
EAFB GIS SHOWS 18" RCP
COMING IN FROM THE NE
AND AI 385'± TO THE NE - CHECK
KEY PLAN
N.T.S.
CU123 CU127
CU125
CU126
CU121
NORTH
CU122 CU124
FIRE WATER A
12" C900 FIRE WATER LINE
FIRE WATER B
12" C900 FIRE
WATER LINE
FIRE WATER D
10" C900 FIRE WATER LINE
FIRE WATER 3
10" C900 FIRE WATER LINE
F F
LEGEND:
F F
CPTS-F#
CATHODIC PROTECTION TEST STATION ON
DIP FIRE WATER COMPONENT
W W
CPTS-W#
H Y D
CATHODIC PROTECTION TEST STATION ON
DIP WATER PIPE COMPONENT
CATHODIC PROTECTION TEST STATION ON
FIRE HYDRANT
CPTS-FH#
FIRE WATER LINE
W W WATER LINE
INSTALL TWO ANODES
AND ONE CPTS PER
DETAIL C4/CU505.
INSTALL ONE ANODE
AND ONE CPTS PER
DETAIL C2/CU505.
NONMETALLIC UNDERGROUND
WASTE STORAGE TANK (CATHODIC
PROTECTION NOT REQUIRED).
INSTALL TWO ANODES AND ONE
TEST STATION AT TEE PER DETAIL
C2/CU505. BOND ALL DIP
COMPONENTS PER…
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