1.3_Drawings-CIVIL_4_of_4.pdf
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- C-17 Refueling Hydrant System Ramp Expansion
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- W91242-18-R-0002
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S
A
MONITORIN
WELL (TYP
A A
LEGEND:
SPOT ELEVATION
MATCH
8.9 6±
8.9
MATCH EXISTING ELEVATION
BID OPTION SLAB
REINFORCED SLAB
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
M
AT
C H
LI
N
E:
S
EE
D
R
AW
IN
G
C S4
F
O R
C O
N
TI
N U
AT
IO
N
N
20' 40'0
KEY PLAN
NOT TO SCALE
N
CG402
CG406 CG407
MATCHLINE: SEE DRAWING CS403 FOR CONTINUATION
CG403
AD
12/02/16 B. LEIKER
A. MCCLANAHAN C. BURCHETT
PAVEMENT JOINTING ELEVATIONS - AREA 7
CG407 0
FJRP159073-CG402.dwg
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF JF JF JF JF JF JF JF
JF JF JF JF JF JF JF JF
JF
JF
JF
JF
JF
JF
JF JF JF JF JF JF JF JF JF
JF JF JF JF JF JF JF JF JF
JF JF JF
JF JF JF
JF
4,000 BBL TANK
WITH CONTAINMENT
HTT SUPPLY AND
RETURN LINE "D",
SEE PROFILE
JF TANK FILL LINE
"E", SEE PROFILE
10-IN JF
(SUPPLY)
LINE "A"
10-IN JF
(RETURN)
LINE "A"
10-IN JF
(SUPPLY)
LINE "A"
JF LINE "B" ,
SEE PROFILEJF LINE "A" ,
SEE PROFILE
JF LINE "C" ,
SEE PROFILE
TYPE III PUMP
SHELTER
JF ISOLATION
VALVE VAULT
JF LINE "C" ,
SEE PROFILE
HP-A3
HP-A2
HP-A1
HP-B1
HP-B2
JF LINE "B" ,
SEE PROFILE
(BID OPTION)
SEGMENTAL BLOCK
RETAINING WALL
(HT VARIES 6'-14')
S
DPIV
W W
W W
W W
W W
W W
W
W W W W
W W
W W
W
W W
W W
SAN
SAN
W
W
W
W
CD
CD
SAN
SAN
SAN
SA
N
SA
N
PIV
CD
W C D
LOW-PROFILE FIRE
HYDRANT
LOW-PROFILE FIRE
HYDRANT
S
T
P
8"PVC
6"
PV
C
G
S
G
S S
S
S
S
UNKEOI
8"PVC
D
D
D
E
T
T
SPSP
D
6"
6"
2"
FM
D
AT
U R
8"DI (4"ATUR)
8"DI(DATUR)
TRANS
SWITCH
BOX
TRANS
SWITCH
D
SWITCH
BOX
1 STORY
METAL FRAME
BUILDING
EXISTING 1 STORY
BLOCK
BUILDING
MONITORING
WELL (TYP)
SWITCH
BOX
SWITCH
BOX
FDC
FDC
FDC
PIV
FDC
D D
LIFT
STATION
EXISTING
MOORING
POINT (TYP)
42"RC(DATUR)
24"RC (DATUR)
48"RC(DATUR)
Y AY ANANAAY A
"D""D"DD ,
SSW
YYYYYYYYYY AAAAAAAAAAAAAAAAAA
AAAAAA
NN
DDDD
N
DDDDDDDDDDDDDDD""
LOW-PROFILE FIRE
HYDRANT
10-IN JF
(RETURN)
LINE "A"
18" SANITARY
SEWER
12" &
18" STORM
CONNECT RELOCATED
FIRE HYDRANT TO
EXISTING WATER LINE
LOW-PROFILE FIRE
HYDRANT
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
50' 100'0
NA1 OVERALL UTILITY PLAN
SCALE:
AD
11/02/16 D.MUETING
A.DORMAN R.BARUTH
OVERALL UTILITY PLAN
CU100 0
FJRP159073-CU100.dwg
CU101
POST INDICATOR VALVE
ISOLATION VALVE VAULT
HYDRANT PIT (HP)
CONTAINMENT DRAIN INLET (CD)
SANITARY SEWER MANHOLE
LOW-PROFILE FIRE HYDRANT
FIRE HYDRANT
WATER VALVE
STORM DRAIN
STORM MANHOLE
CONTAINMENT DRAIN LINE
FUEL LINE
WATER LINE
SANITARY SEWER
STORM SEWER
COMMUNICATION LINE
ELECTRIC LINE
MONITOR WELL
HP-
CD CD
SANSANSAN
W W W W
JF JF
ST
W W W W
S
D
LEGEND:
EXISTING PROPOSED
JF
JF
JF JF JF JF JF JF JF JF JF
JF JF JF JF JF JF JF JF JF
JF ISOLATION
VALVE VAULT
W W
W W
W W
W W
W W
W W
W W
W W W W W
W W
W W
W W
W W
CD
CD
LOW-PROFILE FIRE
HYDRANT
LOW-PROFILE FIRE
HYDRANT
8" PVC WATER
LINE (TYP)
CONNECT TO
EXISTING WATER
8"PVC
8"PVC
SPSP
24"RC (DATUR)
48"RC(DATUR)
S
CONNECT TO EXISTING
8" WATER LINE
N 539864.50 E 1423088.65
CONNECT TO EXISTING
8" WATER LINE
N 539528.67 E 1423194.68
90° FITTING
N 539653.31 E 1423099.63
90° FITTING
N 539657.84 E 1423188.07
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
N
A1 UTILITY PLAN ENLARGEMENT
SCALE: 20' 40'0
C-509 A3
C-509 A3
POST INDICATOR VALVE
ISOLATION VALVE VAULT
HYDRANT PIT (HP)
CONTAINMENT DRAIN INLET (CD)
SANITARY SEWER MANHOLE
LOW-PROFILE FIRE HYDRANT
FIRE HYDRANT
WATER VALVE
STORM DRAIN
STORM MANHOLE
CONTAINMENT DRAIN LINE
FUEL LINE
WATER LINE
SANITARY SEWER
STORM SEWER
COMMUNICATION LINE
ELECTRIC LINE
MONITOR WELL
HP-
CD
SAN
W W
JF
ST
W W
S
D
AD
LEGEND:
EXISTING PROPOSED
12/02/16 B. LEIKER
A. MCCLANAHAN C. BURCHETT
UTILITY PLAN ENLARGEMENT
CU101 0
FJRP159073-CU101.dwg
C-509 C1
C-500 C1
T
8"PVC
8"PVC
G S
D
E
T
T
8"DI (4"ATUR)
8"DI(DATUR)
TRANS
SWITCH
BOX
D
EXISTING 1 STORY
BLOCK
BUILDING
WITCH
BOX
SWITCH
BOX
FDC
FDC
FDC
PIV
FDC
D D
LIFT
STATION
JF
JF
JF
JF
JF
JF
JF
JF JF JF JF JF JF JF JF JF JF JF JF
F JF JF JF JF JF JF JF JF JF JF JF
JF
JF
JF JF JF JF JF JF JF
JF
JF
JF JF JF JF JF JF JF
JF
JF
JF
JF
S
CD
CD
DPIV
W W
W
W W
W W
W W
W W
W W
W W
SAN
SAN
SAN
SAN
SAN
SAN
W W
W
W
W
W
W
W
W
W
W
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
ST ST
ST
ST
ST
ST
ST
ST
PIV
CD
CD
EXISTING
STORMWATER
DIVERSION
STRUCTURE
4,000 BBL TANK
WITH CONTAINMENT
EXISTING 2,500 BBL TANKS
EXISTING REFUELER
LOADING EQUIPMENT
EXISTING STORMWATER
CONTAINMENT
COLLECTION STRUCTURE
EXISTING
OFFLOAD
EQUIPMENT
TRANSFORMER
FOUNDATION
BACKUP
GENERATOR
FOUNDATION
PRODUCT
RECOVERY TANK
6" JF
(SUPPLY)
6" JF
(RETURN)
4" SANITARY
SEWER
8" CONTAINMENT DRAIN
8" WATER
1 1/2" WATER
6" JF
CLEAN OUT
8" WATER
10" JF
(SUPPLY)
10" JF
(RETURN)
EXISTING
SANITARY
SEWER
EXISTING JF TANK
FILL LINE
SEGMENTAL BLOCK
RETAINING WALL
(HT VARIES 6'-14')
8" PVC SANITARY
SEWER
12" STORM
DRAIN
18" STORM
DRAIN
DROP
SANITARY
MANHOLE
8" DIP
SANITARY
SEWER
STORM
MANHOLE
4" DIP CONTAINMENT
DRAIN WITH 1%
MINIMUM SLOPE
(SEE NOTES 1 AND 2)
CONNECT TO EXISTING
STORMWATER
DIVERSION
STRUCTURE
C-512 A2
CONNECT TO EXISTING
SANITARY SEWER MANHOLE
FIRE
HYDRANT C-509
C1
C-512 B2
CLEAN OUT
FIELD VERIFY ELEVATION OF
EXISTING CONTAINMENT
DRAIN AT TIE-IN POINT
N 539786.64 E 1423797.70
N 539768.94 E 1423818.39
N 539764.42 E 1423670.36
N 539716.03 E 1423628.76 N 539687.47 E 1423630.88
N 539660.52 E 1423625.75 N 539640.19 E 1423635.44
N 539681.95 E 1423624.13
TAP 1 1/2" WATER
SERVICE LINE
INTO 8" MAIN
N 539686.93 E 1423623.75
TERMINATE 8"
WATER MAIN
N 539688.93 E 1423623.60
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
28020' 40'0
N
M
AT
C H
LI
N
E:
S
EE
D
R
AW
IN
G
C U
FO
R
C O
N
TI
N U
AT
IO
N
A1 FUEL FACILITY UTILITY PLAN - 1
SCALE: 1"=20'
NOTE:
1. RELOCATE EXISTING CONTAINMENT DRAIN PIPES AND VALVE
OPERATORS TO AVOID PUMP SHELTER FOUNDATIONS, LANDINGS AND
CONCRETE PADS. TIE-IN POINT SHOWN IS APPROXIMATE. THE
CONTRACTOR SHALL DETERMINE THE FINAL TIE-IN POINT.
2. THE CONTRACTOR SHALL FIELD VERIFY THAT THE NEW CONTAINMENT
DRAIN CAN BE CONSTRUCTED WITH A MINIMUM 1% SLOPE BASED ON
THE TIE-IN POINT TO THE EXISTING CONTAINMENT DRAIN. NOTIFY THE
CONTRACTING OFFICER IF THE MINIMUM SLOPE CANNOT BE
ACHIEVED. COORDINATE ROUTING WITH NEW ELECTRICAL
DUCTBANKS, PUMP SHELTER FOUNDATION, NEW STAIRS, AND ANY
OTHER ITEMS IN THE CORRIDOR.
POST INDICATOR VALVE
ISOLATION VALVE VAULT
HYDRANT PIT (HP)
CONTAINMENT DRAIN INLET (CD)
SANITARY SEWER MANHOLE
LOW-PROFILE FIRE HYDRANT
FIRE HYDRANT
WATER VALVE
STORM DRAIN
STORM MANHOLE
CONTAINMENT DRAIN LINE
FUEL LINE
WATER LINE
SANITARY SEWER
STORM SEWER
COMMUNICATION LINE
ELECTRIC LINE
MONITOR WELL
HP-
CD CD
SANSANSAN
W W W W
JF JF
ST
SAN SAN
W W W W
ST
D
S
D
LEGEND:
EXISTING PROPOSED
AD
12/02/16 B. LEIKER
A. MCCLANAHAN C. BURCHETT
FUEL FACILITY UTILITY PLAN - 1
CU121 0
FJRP159073-CU121.dwg
P
8"PVC
S
EOI
SPSP
D
2"
FM
D
AT
U R
TRANS
SWITCH
SWITCH
BOX
SW
B
48"RC(DATUR)
S
SSSS
JF
JF JF JF JF JF JF JF JF JF JF
JF JF JF JF JF JF JF JF JF JF J
JFJF
JF JF JF JF JF JF JF JF JF
JF JF JF JF JF JF JF JF
JF
JF
JF
JF
JF
JF
W W W W W W W W W
W W
W W
W W
W W
W W
W W
W W
W W
CDCDCDCD
CD
CD
C D
C D
6" JF
(SUPPLY)
CONNECT RELOCATED
FIRE HYDRANT TO
EXISTING WATER LINE
CONTAINMENT
DRAIN INLET
INV. 698.85'
6" JF
(RETURN)
10" JF
(SUPPLY)
10" JF
(RETURN) JF VALVE VAULT
H-20 TRAFFIC RATED
STORM INLET COVER N 539786.46
E 1423278.86
INV. 698.13'
CLEAN OUT
N 539786.25 E 1423275.87
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
20' 40'0
NA1 FUEL FACILITY UTILITY PLAN - 2
SCALE: 1"=20'
M
AT
C H
LI
N
E:
S
EE
D
R
AW
IN
G
C U
FO
R
C O
N
TI
N U
AT
IO
N
POST INDICATOR VALVE
ISOLATION VALVE VAULT
HYDRANT PIT (HP)
CONTAINMENT DRAIN INLET (CD)
SANITARY SEWER MANHOLE
LOW-PROFILE FIRE HYDRANT
FIRE HYDRANT
WATER VALVE
STORM DRAIN
STORM MANHOLE
CONTAINMENT DRAIN LINE
FUEL LINE
WATER LINE
SANITARY SEWER
STORM SEWER
COMMUNICATION LINE
ELECTRIC LINE
MONITOR WELL
HP-
CD CD
SANSANSAN
W W W W
JF JF
ST
SAN SAN
W W W W
ST
S
D
AD
LEGEND:
EXISTING PROPOSED
12/02/16 B. LEIKER
A. MCCLANAHAN C. BURCHETT
FUEL FACILITY UTILITY PLAN - 2
CU122 0
FJRP159073-CU121.dwg
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
AD
HORIZONTAL SCALE: 1" = 20'
20'10' 40'0
VERTICAL SCALE: 1" = 2'
2' 4'STORM - 1 PROFILE VIEW
POST INDICATOR VALVE
ISOLATION VALVE VAULT
HYDRANT PIT (HP)
CONTAINMENT DRAIN INLET (CD)
SANITARY SEWER MANHOLE
LOW-PROFILE FIRE HYDRANT
FIRE HYDRANT
WATER VALVE
STORM DRAIN
STORM MANHOLE
CONTAINMENT DRAIN LINE
FUEL LINE
WATER LINE
SANITARY SEWER
STORM SEWER
COMMUNICATION LINE
ELECTRIC LINE
MONITOR WELL
HP-
CD CD
SANSANSAN
W W W W
JF JF
ST
SAN SAN
W W W W
S
D
LEGEND:
EXISTING PROPOSED
N
C1 STORM - 1 PLAN AND PROFILE
SCALE: 1" = 20' 0
HORIZONTAL SCALE: 1" = 20'
20'10' 40'
12/02/16 B. LEIKER
A. MCCLANAHAN C. BURCHETT
STORM - 1 PLAN AND PROFILE
CU201 0
FJRP159073-CU201.dwg e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
HORIZONTAL SCALE: 1" = 20'
20'10' 40'0
VERTICAL SCALE: 1" = 2'
2' 4'SANITARY - 1 PROFILE VIEW
N SANITARY - 1 PLAN VIEW
POST INDICATOR VALVE
ISOLATION VALVE VAULT
HYDRANT PIT (HP)
CONTAINMENT DRAIN INLET (CD)
SANITARY SEWER MANHOLE
LOW-PROFILE FIRE HYDRANT
FIRE HYDRANT
WATER VALVE
STORM DRAIN
STORM MANHOLE
CONTAINMENT DRAIN LINE
FUEL LINE
WATER LINE
SANITARY SEWER
STORM SEWER
COMMUNICATION LINE
ELECTRIC LINE
MONITOR WELL
HP-
CD CD
SANSANSAN
W W W W
JF JF
ST
SAN SAN
W W W W
S
D
AD
LEGEND:
EXISTING PROPOSEDC1 SANITARY - 1 PLAN AND PROFILE
SCALE: 1" = 20' 0
HORIZONTAL SCALE: 1" = 20'
20'10' 40'
12/02/16 B. LEIKER
A. MCCLANAHAN C. BURCHETT
SANITARY - 1 PLAN AND PROFILE
CU202 0
e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
HORIZONTAL SCALE: 1" = 20'
20'10' 40'0
VERTICAL SCALE: 1" = 2'
2' 4'
SANITARY - 2 PROFILE VIEW
POST INDICATOR VALVE
ISOLATION VALVE VAULT
HYDRANT PIT (HP)
CONTAINMENT DRAIN INLET (CD)
SANITARY SEWER MANHOLE
LOW-PROFILE FIRE HYDRANT
FIRE HYDRANT
WATER VALVE
STORM DRAIN
STORM MANHOLE
CONTAINMENT DRAIN LINE
FUEL LINE
WATER LINE
SANITARY SEWER
STORM SEWER
COMMUNICATION LINE
ELECTRIC LINE
MONITOR WELL
HP-
CD CD
SANSANSAN
W W W W
JF JF
ST
SAN SAN
W W W W
S
D
AD
LEGEND:
EXISTING PROPOSED
N
B3 SANITARY - 2 PLAN AND PROFILE
SCALE: 1" = 20' 0
HORIZONTAL SCALE: 1" = 20'
20'10' 40'
12/02/16 B. LEIKER
A. MCCLANAHAN C. BURCHETT
SANITARY - 2 PLAN AND PROFILE
CU203 0
T
P
8"PVC
8"PVC
6"
PV
C
G
S
G
S S
S
S
S
UNKEOI
8"PVC
D
D
D
E
T
T
SPSP
D
TRANS
SWITCH
BOX
TRANS
SWITCH
D
SWITCH
BOX
1 STORY
METAL FRAME
BUILDING
EXISTING 1 STORY
BLOCK
BUILDING
MONITORING
WELL (TYP)
SWITCH
BOX
SWITCH
BOX
FDC
FDC
FDC
PIV
FDC
D D
EXISTING
MOORING
POINT (TYP)
SSSSS
D
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF
JF JF JF JF JF JF JF JF
JF JF JF JF JF JF JF JF
JF
JF
JF
JF
JF
JF
JF JF JF JF JF JF JF JF JF
JF JF JF JF JF JF JF JF JF
JF JF JF
JF JF JF
JF
NEW 4,000 BBL TANK
WITH CONTAINMENT
HTT SUPPLY AND
RETURN LINE "D",
SEE PROFILE
JF TANK FILL LINE
"E", SEE PROFILE
10-IN JF
(SUPPLY)
LINE "A"
10-IN JF
(RETURN)
LINE "A"
JF ISOLATION
VALVE VAULT
10-IN JF
(SUPPLY)
LINE "A"
10-IN JF
(RETURN)
LINE "A"
JF LINE "B" ,
SEE PROFILE
JF LINE "A" ,
SEE PROFILE
JF LINE "C" ,
SEE PROFILE
NEW TYPE III
PUMP SHELTER
JF ISOLATION
VALVE PIT
JF LINE "C" ,
SEE PROFILE
HP-A3
HP-A2
HP-A1
HP-B1
HP-B2
JF LINE "B" ,
SEE PROFILE
(BID OPTION)
SEGMENTAL BLOCK
RETAINING WALL
(HT VARIES 6'-14')
S
DPIV
W W
W W
W W
W W
W W
W
W W W W
W W
W W
W W
W W
SAN
SAN
W
W
W
W
CD
CD
SAN
SAN
SAN
SA
N
SA
N
C
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
50' 100'0
NA1 HYDRANT LOOP PLAN - OVERALL PLAN
SCALE:
CD CD
SANSANSAN
W W W W
JF JF
SECURITY FENCE
GABION
RETAINING WALL
POST INDICATOR
VALVE
ISOLATION VALVE
VAULT
HYDRANT PIT (HP)
CONTAINMENT
DRAIN INLET (CD)
SANITARY SEWER
MANHOLE
FIRE HYDRANT
CONTAINMENT
DRAIN LINE
FUEL LINE
WATER LINE
SANITARY SEWER
STORM SEWER
HP-
AD
ST ST
NOTES:
1. AFTER THE JF PIPE HAS BEEN PLACED ON THE SAND BEDDING AND IS READY FOR BACKFILLING, THE CONTRACTOR SHALL SURVEY THE TOP OF THE JF PIPE AND ANNOTATE THE INSTALLED PIPELINE
ELEVATIONS ON THE JF PIPELINE PLAN/PROFILE SHEETS. THE SURVEYED POINTS SHALL
CORRESPOND TO THE SAME POINTS ON THE CONTRACT DOCUMENT PLAN/PROFILE SHEETS. THE
CONTRACTING OFFICER MUST REVIEW THE ANNOTATED SHEETS AND PROVIDE WRITTEN
CONFIRMATION THAT THE ELEVATIONS ARE ACCEPTABLE BEFORE THE CONTRACTOR BACKFILLS THE
JF PIPE. THE CONTRACTING OFFICER MUST ALSO OBSERVE THE INITIAL JF PIPE TRENCH
BACKFILLING. IF THE CONTRACTING OFFICER IS NOT ALLOWED TO CONFIRM THAT THE ELEVATIONS ARE ACCEPTABLE BEFORE THE JF PIPE IS BACKFILLED, THE CONTRACTOR SHALL BE REQUIRED TO
UNCOVER THE JF PIPE AND PERFORM THE CONFIRMATION SURVEY.
2. PRIOR TO PAVEMENT PLACEMENT, THE CONTRACTOR SHALL SURVEY THE TOP OF ALL INSTALLED FUEL SYSTEM STRUCTURES (HYDRANT PIT, LPD, HPV, VALVE VAULT, ETC.) AND ANNOTATE THE
INSTALLED TOP OF STRUCTURE ELEVATIONS ON THE CONTRACT DOCUMENTS. THE CONTRACTING
OFFICER MUST REVIEW THE ANNOTATED SHEETS AND PROVIDE WRITTEN CONFIRMATION THAT THE
ELEVATIONS ARE ACCEPTABLE BEFORE INSTALLING THE PAVEMENT AROUND THE PITS. IF THE
CONTRACTING OFFICER IS NOT ALLOWED TO CONFIRM THAT THE ELEVATIONS ARE ACCEPTABLE
BEFORE THE PAVEMENT IS INSTALLED, THE CONTRACTOR SHALL BE REQUIRED TO TAKE CORRECTIVE
ACTION AS DIRECTED BY THE CONTRACTING OFFICER.
3. ELBOWS LOCATED BETWEEN PIG LAUNCHER AND RECEIVER SHALL HAVE A RADIUS THREE TIMES THE
PIPE DIAMETER.
4. TEES WITH BRANCHES 6" OR LARGER, LOCATED BETWEEN PIG LAUNCHER AND RECEIVER SHALL HAVE
GUIDE BARS AS DETAILED ON THE MECHANICAL DRAWINGS.
LEGEND:
12/02/16 B. LEIKER
A. MCCLANAHAN C. BURCHETT
HYDRANT LOOP PLAN - OVERALL PLAN
CU220 0
FJRP159073-CU220.dwg e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
N
CD
SAN
W W
JF
SECURITY FENCE
GABION
RETAINING WALL
POST INDICATOR
VALVE
ISOLATION VALVE
VAULT
HYDRANT PIT (HP)
CONTAINMENT
DRAIN INLET (CD)
SANITARY SEWER
MANHOLE
FIRE HYDRANT
CONTAINMENT
DRAIN LINE
FUEL LINE
WATER LINE
SANITARY SEWER
STORM SEWER
HP-
11/02/16 D.MUETING
A.DORMAN R.BARUTH
10-IN JF LINE PLAN A - 1
CU221 0
FJRP159073-CU221-223.dwg
AD
M
ATC
H
LIN
E STA 13+75.00 SEE D
R
AW
IN
G C
U
223 FO
R C
O N
TIN
U
ATIO
N
SCALE IN FEET
20'10' 40'
1. SEE DRAWING CU222 FOR JF LINE
PROFILE.
2. ELBOWS LOCATED BETWEEN PIG
LAUNCHER AND RECEIVER SHALL HAVE
A RADIUS THREE TIMES THE PIPE
DIAMETER.
3. TEES WITH BRANCHES 6" OR LARGER,
LOCATED BETWEEN PIG LAUNCHER
AND RECEIVER SHALL HAVE GUIDE
BARS AS DETAILED ON THE
MECHANICAL DRAWINGS.
4. LPD-2 INCLUDES A LOW POINT DRAIN
FROM THE SUPPLY LINE AND THE
RETURN LINE.
ST
C1 10-IN JF LINE PLAN A - 1
SCALE: 1" = 20'
LEGEND:
NOTES:
e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
VERTICAL SCALE: 1" = 2'
2' 4' 0
HORIZONTAL SCALE: 1" = 20'
20'10' 40'
M
ATC
H
LIN
E STA 13+75.00 SEE D
R
AW
IN
G C
U
223 FO
R C
O N
TIN
U
ATIO
N
1. SEE DRAWING CU221 FOR JF LINE PLAN.
2. CONNECT TO ABOVE GROUND LINES AT
PUMP SHELTER.
3. ELBOWS LOCATED BETWEEN PIG
LAUNCHER AND RECEIVER SHALL HAVE
A RADIUS THREE TIMES THE PIPE
DIAMETER.
4. TEES WITH BRANCHES 6" OR LARGER,
LOCATED BETWEEN PIG LAUNCHER
AND RECEIVER SHALL HAVE GUIDE
BARS AS DETAILED ON THE
MECHANICAL DRAWINGS.
AD
A1 PROFILE A -1
SCALE: 1" = 20'
NOTES:
11/02/16 D.MUETING
A.DORMAN R.BARUTH
PROFILE A -1
CU222 0
FJRP159073-CU221-223.dwg e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
CD
SAN
W W
JF
SECURITY FENCE
GABION
RETAINING WALL
POST INDICATOR
VALVE
ISOLATION VALVE
VAULT
HYDRANT PIT (HP)
CONTAINMENT
DRAIN INLET (CD)
SANITARY SEWER
MANHOLE
FIRE HYDRANT
CONTAINMENT
DRAIN LINE
FUEL LINE
WATER LINE
SANITARY SEWER
STORM SEWER
HP-
M
ATC
H
LIN
E STA 17+50 SEE D
R
AW
IN
G C
U
224 FO
R C
O N
TIN
U
ATIO
N
M
AT
C H
LI
N
E
ST
A
+7
SE
E
D R
AW
IN
G C
U
FO
R C
O N
TI
N
U
AT
IO
N
HORIZONTAL SCALE: 1" = 20'
20'10' 40'0
VERTICAL SCALE: 1" = 2'
2' 4'10-IN JF LINE PLAN AND PROFILE A - 2
N
SCALE IN FEET
20'10' 40'
M
AT
C H
LI
N
E
ST
A
+7
SE
E
D R
AW
IN
G C
U
FO
R C
O N
TI
N
U
AT
IO
N
M
ATC
H
LIN
E STA 17+50 SEE D
R
AW
IN
G C
U
224 FO
R C
O N
TIN
U
ATIO
N
ST
NOTES:
1. ELBOWS LOCATED BETWEEN PIG
LAUNCHER AND RECEIVER SHALL
HAVE A RADIUS THREE TIMES THE
PIPE DIAMETER.
2. TEES WITH BRANCHES 6" OR
LARGER, LOCATED BETWEEN PIG
LAUNCHER AND RECEIVER SHALL
HAVE GUIDE BARS AS DETAILED ON
THE MECHANICAL DRAWINGS.
3. INSTALL LOW POINT DRAIN, ROUTE
INTO ISOLATION VALVE VAULT.
AD
C1 10-IN JF LINE PLAN AND PROFILE A - 2
SCALE: 1" = 20'
LEGEND:
11/02/16 D.MUETING
A.DORMAN R.BARUTH
10-IN JF LINE PLAN AND PROFILE A - 2
CU223 0
e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
CD
SAN
W W
JF
SECURITY FENCE
GABION
RETAINING WALL
POST INDICATOR
VALVE
ISOLATION VALVE
VAULT
HYDRANT PIT (HP)
CONTAINMENT
DRAIN INLET (CD)
SANITARY SEWER
MANHOLE
FIRE HYDRANT
CONTAINMENT
DRAIN LINE
FUEL LINE
WATER LINE
SANITARY SEWER
STORM SEWER
HP-
M
AT
C H
LI
N
E
ST
A
+5
SE
E
D R
AW
IN
G C
U
FO
R C
O N
TI
N
U
AT
IO
N
N
SCALE IN FEET
20'10' 40'
M
AT
C H
LI
N
E
ST
A
+5
SE
E
D R
AW
IN
G C
U
FO
R C
O N
TI
N
U
AT
IO
N
ST
NOTES:
1. ELBOWS LOCATED BETWEEN PIG
LAUNCHER AND RECEIVER SHALL
HAVE A RADIUS THREE TIMES THE
PIPE DIAMETER.
2. TEES WITH BRANCHES 6" OR
LARGER, LOCATED BETWEEN PIG
LAUNCHER AND RECEIVER SHALL
HAVE GUIDE BARS AS DETAILED ON
THE MECHANICAL DRAWINGS.
AD
C1 10-IN JF LINE PLAN AND PROFILE A - 3
SCALE: 1" = 20'
HORIZONTAL SCALE: 1" = 20'
20'10' 40'0
VERTICAL SCALE: 1" = 2'
2' 4'
LEGEND:
11/02/16 D.MUETING
A.DORMAN R.BARUTH
10-IN JF LINE PLAN AND PROFILE A - 3
CU224 0
HPV-A3
e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
CD CD
SANSANSAN
W W W W
JF JF
SECURITY FENCE
GABION
RETAINING WALL
POST INDICATOR
VALVE
ISOLATION VALVE
VAULT
HYDRANT PIT (HP)
CONTAINMENT
DRAIN INLET (CD)
SANITARY SEWER
MANHOLE
FIRE HYDRANT
CONTAINMENT
DRAIN LINE
FUEL LINE
WATER LINE
SANITARY SEWER
STORM SEWER
HP-
HORIZONTAL SCALE: 1" = 20'
10'0
VERTICAL SCALE: 1" = 2'
2' 4'
N
SCALE IN FEET
20'10' 40'
40'20'
BID OPTIONBASE BID
NOTES:
1. INSTALL HPV-B2 ONLY IF BID
OPTION HPV-B1 IS NOT
CONSTRUCTED.
2. ELBOWS LOCATED BETWEEN
PIG LAUNCHER AND RECEIVER
SHALL HAVE A RADIUS THREE
TIMES THE PIPE DIAMETER.
3. TEES WITH BRANCHES 6" OR
LARGER, LOCATED BETWEEN
PIG LAUNCHER AND RECEIVER
SHALL HAVE GUIDE BARS AS
DETAILED ON THE MECHANICAL
DRAWINGS.
ST ST
AD
C1 10-IN JF LINE PLAN AND PROFILE B
SCALE: 1" = 20'
LEGEND:
11/02/16 D.MUETING
A.DORMAN R.BARUTH
10-IN JF LINE PLAN AND PROFILE B
CU225 0
FJRP159073-CU224-226.dwg e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
CD CD
SANSANSAN
W W W W
JF JF
SECURITY FENCE
GABION
RETAINING WALL
POST INDICATOR
VALVE
ISOLATION VALVE
VAULT
HYDRANT PIT (HP)
CONTAINMENT
DRAIN INLET (CD)
SANITARY SEWER
MANHOLE
FIRE HYDRANT
CONTAINMENT
DRAIN LINE
FUEL LINE
WATER LINE
SANITARY SEWER
STORM SEWER
HP-
VERTICAL SCALE: 1" = 2'
2' 4'
N
SCALE IN FEET
20'10' 40'
HORIZONTAL SCALE: 1" = 20'
10' 40'20'
ST ST
NOTES:
1. ELBOWS LOCATED BETWEEN PIG
LAUNCHER AND RECEIVER SHALL
HAVE A RADIUS THREE TIMES THE
PIPE DIAMETER.
2. TEES WITH BRANCHES 6" OR
LARGER, LOCATED BETWEEN PIG
LAUNCHER AND RECEIVER SHALL
HAVE GUIDE BARS AS DETAILED ON
THE MECHANICAL DRAWINGS.
LEGEND:
AD
C1 10-IN JF LINE PLAN AND PROFILE C
SCALE: 1" = 20'
11/02/16 D.MUETING
A.DORMAN R.BARUTH
10-IN JF LINE PLAN AND PROFILE C
CU226 0
e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
N
CD CD
SANSANSAN
W W W W
JF JF
SECURITY FENCE
GABION
RETAINING WALL
POST INDICATOR
VALVE
ISOLATION VALVE
VAULT
HYDRANT PIT (HP)
CONTAINMENT
DRAIN INLET (CD)
SANITARY SEWER
MANHOLE
FIRE HYDRANT
CONTAINMENT
DRAIN LINE
FUEL LINE
WATER LINE
SANITARY SEWER
STORM SEWER
HP-
SCALE IN FEET
20'10' 40'
VERTICAL SCALE: 1" = 2'
2' 4' 0
HORIZONTAL SCALE: 1" = 20'
20'10' 40'
HHTC SUPPLY AND
RETURN LINE "D"
SEE PROFILE
6-IN JF TANK
FILL LINE "E"
SEE PROFILE
10-IN JF SUPPLY AND RETURN
LINE "A" SEE PROFILE
NEW TYPE
III PUMP
SHELTER
NEW HYDRANT HOSE
TRUCK CHECKOUT
(HHTC) STAND, INSTALL
ADJACENT TO EXISTING
TRUCK OFFLOAD ISLAND
ST ST
LEGEND:
AD
C1 6-IN SUPPLY 8-IN RETURN TO HHTC LINE PLAN AND PROFILE D
SCALE: 1" = 20'
11/02/16 D.MUETING
A.DORMAN R.BARUTH
6-IN SUPPLY 8-IN RETURN TO HHTC LINE
PLAN AND PROFILE D
CU227 0
e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
N
CD CD
SANSANSAN
W W W W
JF JF
SECURITY FENCE
GABION
RETAINING WALL
POST INDICATOR
VALVE
ISOLATION VALVE
VAULT
HYDRANT PIT (HP)
CONTAINMENT
DRAIN INLET (CD)
SANITARY SEWER
MANHOLE
FIRE HYDRANT
CONTAINMENT
DRAIN LINE
FUEL LINE
WATER LINE
SANITARY SEWER
STORM SEWER
HP-
SCALE IN FEET
20'10' 40'
HORIZONTAL SCALE: 1" = 20'
20'10' 40'0
VERTICAL SCALE: 1" = 2'
2' 4'
HHTC SUPPLY
AND RETURN LINE
"D" SEE PROFILE
ON DRAWING
CU227
6-IN JF TANK
FILL LINE "E"
SEE PROFILE
10-IN JF TANK FILL
LINE "A" SEE PROFILE
NEW TYPE
III PUMP
SHELTER
NEW 4,000 BBL
TANK WITH
CONTAINMENT
SEGMENTAL BLOCK
RETAINING WALL
(HEIGHT VARIES 6'-14')
ST ST
AD
C1 6-IN JF PLAN AND PROFILE E
SCALE: 1" = 20'
LEGEND:
11/02/16 D.MUETING
A.DORMAN R.BARUTH
6-IN JF PLAN AND PROFILE E
CU228 0
16" PORTLAND CEMENT CONCRETE
12" GRADED-CRUSHED
AGGREGATE BASE COURSE
12" COMPACTED SUBGRADE
2" BITUMINOUS SURFACE COURSE
BITUMINOUS TACK COAT
2" BITUMINOUS INTERMEDIATE COURSE
8" GRADED-CRUSHED AGGREGATE BASE COURSE
12" COMPACTED SUBGRADE
2" BITUMINOUS SURFACE COURSE
BITUMINOUS TACK COAT
4" BITUMINOUS INTERMEDIATE COURSE (2 LIFTS OF 2")
8" GRADED-CRUSHED AGGREGATE BASE COURSE
BITUMINOUS PRIME COAT
8" PORTLAND CEMENT CONCRETE
REINFORCEMENT
12" GRADED-CRUSHED
AGGREGATE BASE COURSE
12" COMPACTED SUBGRADE
T
T/
EXISTING
UNDERLYING
MATERIAL
12" 12"
NOTE:
1. REMOVE EXISTING MATERIAL AND CONSTRUCT IN
ACCORDANCE WITH SPEC SECTION 31 00 00.
SCALE: NTSB4
TYPE G2 - JUNCTURE OF NEW
ASPHALT AND EXISTING ASPHALT
12" COMPACTED SUBGRADE
(SEE NOTE 1)
REMOVE EXISTING MATERIAL
ACTUAL SAW CUT FULL
DEPTH AND TACK COAT
EXISTING ASPHALT
PAVEMENT
BITUMINOUS
SURFACE COURSE
EDGE OF EXISTING ASPHALT PAVEMENT,
DIMENSION, OR LOCATION OF SAWCUT
INDICATED ON PLANS
VARIES 2%
5% (10')
AIRFIELD CONCRETE
PAVEMENT ASPHALT SHOULDER
SEE
GRADING
PLANS
SCALE: NTSA1
TYPE G1-JUNCTURE OF NEW
CONCRETE AND NEW ASPHALT
SCALE: NTSA2
APRON PAVEMENT SHOULDER
TRANSITION AND SLOPES
PORTLAND CEMENT
CONCRETE
T
1.
T
5.00' MIN. 5.00' MIN.
BITUMINOUS
SURFACE COURSE
PORTLAND CEMENT
CONCRETE
BITUMINOUS TACK COAT
COMPACTED SUBGRADE
COMPACTED
SUBGRADE
NOTE:
1. REMOVE EXISTING MATERIAL AND CONSTRUCT IN ACCORDANCE WITH
SPEC SECTION 31 00 00.
COMPACTED SUBGRADE
COMPACTED SUBGRADE
BITUMINOUS BASE
COURSE
BITUMINOUS
SURFACE COURSE
BITUMINOUS
TACK COAT
BITUMINOUS
INTERMEDIATE COURSE
BITUMINOUS BASE
COURSE
BITUMINOUS
TACK COAT
UNPAVED AREA
FINISHED GRADE
12"
(TYP) 1.
5"
SCALE: NTSA4
AIRFIELD PAVEMENT EDGE DROP
NEW ASPHALT
OR CONCRETE
SCALE: NTSC1
SITE CONCRETE PAVEMENT
SCALE: NTSD2
APRON SHOULDER FLEXIBLE
PAVEMENT
SCALE: NTSD1
APRON RIGID PAVEMENT
SCALE: NTSD4
ROADWAY FLEXIBLE PAVEMENT
GRADED-CRUSHED
AGGREGATE BASE COURSE
GRADED-CRUSHED
AGGREGATE BASE COURSE
GRADED-CRUSHED
AGGREGATE BASE COURSE GRADED-CRUSHED
AGGREGATE BASE COURSEGRADED-CRUSHED
AGGREGATE BASE COURSE
2" MILL AND OVERLAY
EXISTING SUBGRADE
SCALE: NTSD3
MILL AND OVERLAY OF
EXISTING ASPHALT PAVEMENT
EXISTING ASPHALT PAVEMENT
C501 A4
BITUMINOUS TACK COAT
BITUMINOUS PRIME COAT
C503 D1
12" COMPACTED SUBGRADE
BITUMINOUS PRIME COAT
BITUMINOUS PRIME COAT
BITUMINOUS PRIME COAT
BITUMINOUS TACK COAT
AT PROPOSED FACE
SCALE: NTSB2
PCC/HMA CONSTRUCTION JOINT
1/
4" M
IN
1/ 4"
-3 /8
1/ 2"
M
IN
1/4" MIN
SEALANT
DEPTH
1/2" ROD
BACK-UP
MATERIAL
SAWED
JOINT FACE
JOINT SEALANT
1/4" BEVEL BY
SAWCUT (TYP)
HMA
PAVEMENT
PCC
PAVEMENT
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
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IN
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IN
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C O
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PA
N Y, IN
C
D
2 3
C
4 5
A
B
12/02/16 D.MUETING
A.DORMAN R.BARUTH
SITE DETAILS 1
C-501 0
FJRP159073-CS501.dwg
AD
NEW PCC
PAVEMENT
VARIES (2" MAX.)
SEE RIGID PAVEMENT
JOINTING PLANS
NOTE:
1. FOR HYDRANT FUEL PIT AND ISOLATION/HIGH/LOW POINT
STRUCTURAL DETAILS, SEE MECHANICAL FUELING SHEETS.
12 (TYP)
SCALE: NTSA3
HYDRANT FUEL PIT OR VALVE VAULT
SURFACE DRAINAGE DETAIL
TRANSITION NEW
PAVEMENT SURFACE BACK
FROM NEW PIT LID
ELEVATION USING 1V ON
12H SLOPE (TYPICAL ALL
SIDES) TO NEAREST JOINT
ALUMINUM PIT LID
TYPE B THICKENED EDGE
EXPANSION JOINT (TYP)
SEE DETAIL A2, THIS SHEET
FIBERGLASS FUEL PIT -
SEE MECHANICAL
FUELING SHEETS
1/2" MIN
5/8" MAX
"W"
1/
" M
IN
1/ 4"
M
AX
1/
4" M
IN
NOTE:
1. COORDINATE SAWCUT DEPTH OF JOINT
RESERVOIR WITH SEALANT MANUFACTURER'S
RECOMMENDATIONS.
IN
IT
IA
L
SA
W
C U
T (1
/8 " W
ID
E)
1/
4" M
IN
C O
N
ST
R U
C T
BY
S
AW
IN
G (S
EE
T
AB
LE
, T
H
IS
SH
EE
T)
1/2" MIN
5/8" MAX
"W"
1/
" M
IN
1/ 4"
M
AX
NOTE:
1. COORDINATE SAWCUT DEPTH OF JOINT RESERVOIR WITH
SEALANT MANUFACTURER'S RECOMMENDATIONS.
T=THICKNESS SEE SECTIONS ON CS501
S=DEPTH OF INITIAL SAWCUT SEE TABLE 1
SCALE: NTSC1
CONTRACTION JOINT
SCALE: NTSC2
CONSTRUCTION JOINT
SCALE: NTSC4
TYPE D - DUMMY
CONTRACTION JOINT
SCALE: NTSB2
TYPE E - DOWELED
CONSTRUCTION JOINT
L/2
T
T/
CONSTRUCTION JOINT:
DETAIL C2, THIS SHEET
NOTES:
1. CONSTRUCT A TYPE E - DOWELED CONSTRUCTION JOINT
WHENEVER PAVING OPERATIONS ARE DELAYED OR
STOPPED.
2. CONCRETE SHALL NOT BE DRILLED UNTIL AT LEAST 72
HOURS AFTER PLACEMENT.
FINAL SAWED
JOINT FACE
SEALANT DEPTH
D = 0.5xW FOR SILICONE;
1-1.5W FOR POURED PER
MANUFACTURER
1.25W DIA BACKER
ROD MATERIAL
FINAL SAWED
JOINT FACE
FIELD MOLDED
SEALANT
CONCRETE PAVEMENT
SURFACE
BUTTED JOINT
FINAL SAWED
JOINT FACE
SEALANT DEPTH
D = 0.5xW FOR SILICONE;
1-1.5W FOR HOT POURED
PER MANUFACTURER
1.25W DIA BACKER
ROD MATERIAL
FINAL SAWED
JOINT FACE
FIELD MOLDED
SEALANT
CONCRETE PAVEMENT
SURFACE
BAR CLEARANCE AT EDGE OF
PANEL SHALL BE A MINIMUM OF 0.6
TIMES THE LENGTH OF THE BAR
DOWELS SHALL BE EPOXYED
INTO DRILLED HOLES HAVING
A DIAMETER OF 1/8'' LARGER
THAN THE DOWEL DIAMETER.
SEE TABLE 2, C503
GREASE ONE END
OF DOWEL
CONTRACTION JOINT
SITE PAVEMENT:
DETAIL C1, THIS SHEET
SAWCUT TABLE 1
PAVEMENT
THICKNESS
(INCHES)
DEPTH OF INITIAL
SAW CUT
LESS THAN 12" 1/4 SLAB
THICKNESS
12"-18" 3"
SCALE: NTSB1
TYPE C - DOWELED
CONTRACTION JOINT
APPROVED DOWEL
BAR ASSEMBLY FOR
TRANSVERSE JOINTS
GREASE ONE
END OF DOWEL
BAR CLEARANCE AT EDGE OF
PANEL SHALL BE A MINIMUM
OF 0.6 TIMES THE LENGTH OF
THE BAR. SEE TABLE 2, C503
CONTRACTION
JOINT SITE PAVEMENT:
DETAIL C1, THIS SHEET
5.00'
1.
T
NEW PCC
PAVEMENT
NEW PCC
PAVEMENT
SCALE: NTSA2
TYPE B - THICKENED EDGE
JOINT AT STRUCTURE
NON-EXTRUDING
PREFORMED
COMPRESSIBLE
MATERIAL
DETAIL C3, THIS SHEET
T O
U
TS
ID
E
O F
K
EE
L
SE
C
TI
O N
NOTE:
1. CONCRETE SHALL NOT BE DRILLED UNTIL AT LEAST 72
HOURS AFTER PLACEMENT.
SCALE: NTSB3
TYPE G - THICKENED EDGE
DOWELED CONSTRUCTION JOINT
T
KE
EL
S
EC
TI
O N
5.00'
DOWELS SHALL BE EPOXYED INTO
DRILLED HOLES HAVING A DIAMETER OF
1/8 INCH LARGER THAN THE DOWEL
DIAMETER. SEE TABLE 2, C-503
GREASE ONE END
OF DOWEL
BAR CLEARANCE AT EDGE OF PANEL
SHALL BE A MINIMUM OF 0.6 TIMES THE
LENGTH OF THE BAR SEE DETAIL C4, C-503
CONSTRUCTION JOINT
DETAIL C2, THIS SHEET
W
1/
" M
IN
1/ 4"
M
AX
NON-EXTRUDING PREFORMED
COMPRESSIBLE MATERIALOR 10'-0" IF JOINT SPACING
IS GREATER THAN 12'-0"
TO NEAREST JOINT
BOND BREAKER TAPE OR
BACKER ROD MATERIAL
PAVEMENT
SURFACE
SEALANT DEPTH
D = W PER
MANUFACTURER
FIELD MOLDED SEALANT
NON-EXTRUDING
PREFORMED
COMPRESSIBLE
MATERIAL
SCALE: NTSA1
TYPE A - THICKENED
EDGE ISOLATION JOINT
SCALE: NTSC3
EXPANSION JOINT
DETAIL C3, THIS SHEET
1/4" BEVEL BY
SAWCUT (TYP)
1/4" BEVEL BY
SAWCUT (TYP)
1/4" BEVEL BY
SAWCUT (TYP)
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
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C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
AD
12/02/16 D.MUETING
A.DORMAN R.BARUTH
SITE DETAILS 2
C-502 0
1/2" WIRE SPACING
OR 3" MAX.
NOTES:
1. SHADED SLABS INDICATED ON THE JOINT LAYOUT PLAN SHALL BE REINFORCED WITH STEEL REBAR OR WELDED WIRE FABRIC OF THE SIZES SHOWN. OTHER WELDED WIRE FABRIC SIZES MAY BE USED PROVIDED THE STEEL AREA (SQUARE INCHES PER FOOT) IN THE LONGITUDINAL AND TRANSVERSE DIRECTIONS IS EQUAL TO OR EXCEEDS THAT SHOWN IN TABLE 1. SEE DETAIL A4, THIS SHEET, FOR REINFORCEMENT LAYOUT
AROUND STRUCTURES ON THE AIRFIELD APRON.
2. WELDED WIRE FABRIC OR REBAR SHALL BE OVERLAPPED FOR A DISTANCE EQUAL TO AT LEAST ONE SPACING OF THE WIRE IN THE FABRIC OR 32 WIRE DIAMETERS, WHICHEVER IS GREATER. THE WIRES IN THE LAP SHALL BE WIRED OR OTHERWISE SECURELY FASTENED TO PREVENT
SEPARATION DURING CONCRETE PLACEMENT.
3. DEFORMED STEEL BARS WILL BE OVERLAPPED FOR AN DISTANCE OF AT LEAST 24 BAR DIAMETERS, MEASURED FROM THE TIP OF ONE BAR TO THE TIP OF THE OTHER BAR. THE LAPPED BARS WILL BE WIRED OR OTHERWISE SECURELY FASTENED TO PREVENT SEPARATION DURING CONCRETE
PLACEMENT.
TABLE 1
PAVEMENT
THICKNESS
(INCHES)
MINIMUM REQUIRED
AREA OF STEEL
(SQ. INCHES/FOOT)
WELDED WIRE
FABRIC
6-8 0.048 6x6-W2.9xW2.9
9-12 0.072 6x6-W4.0xW4.0
12-17 0.102 6x6-W5.5xW5.5
T/
JOINT SPACING FOR STRAIGHT RUNS
WALK
WIDTH
CONTRACTION JOINT SPACING EXPANSION
JOINT SPACING
TRANSVERSE LONGITUDINAL
4' 4' NOT REQUIRED 40' MAX.
6' 6' NOT REQUIRED 42' MAX.
8' 4' 4' 40' MAX.
10' 5' 5' 40' MAX.
12' 6' 6' 42' MAX.
SIDEWALK BANDED JOINT DETAIL
SECTION A-A
EXPANSION JOINT TOOLED CONTRACTION JOINT
1/2"
W
AL
K D
EP
TH
D
EP
TH
1/8" MIN.
1" M
IN
3/16"
3" SMOOTH
BAND FINISH
(TYP.)
MEDIUM
BROOM FINISH
(TYP.)
TOOLED CONTRACTION
JOINT W/O BAND (TYP)
WALK WIDTH
1/4" PER FOOT
NOTES:
1. TRANSVERSE EXPANSION JOINTS SHALL BE
CONTINUOUS THROUGH BOTH WALK AND CURB
WHERE WALK ABUTS CONCRETE CURB AND
GUTTER TRANSVERSELY.
2. EXPANSION JOINTS SHALL NOT BE REQUIRED
BETWEEN CURBS THAT ABUT THE SIDEWALK
LONGITUDINALLY.
3. SEE SPECIFICATION SECTION 32 16 13.
T
SCALE: NTSA1
SIDEWALK
SCALE: NTSD1
REINFORCED CONCRETE PAVEMENT
PAVEMENT
JOINT OR EDGE
SHADED SLABS ON JOINT PLAN ARE
REINFORCED. SEE TABLE FOR SIZE
AND SPACING OF REINFORCEMENT.
T/4 + 1"
BACKER ROD
PREFORMED
NON-EXTRUDING
JOINT FILLER
JOINT SEALANT
1/8" R1/8" R 1/8" R
6" GRADED-CRUSHED
AGGREGATE BASE COURSE
6" COMPACTED
SUBGRADE (95%)
EXPANSION
JOINT (TYP)
DOWEL BAR.
SEE DETAIL C4 THIS
SHEET TABLE 2
W (APRON PANEL WIDTH)
W (A
PR
O
N P
AN
EL
W
ID
TH
NOTES:
1. USE FOR ALL CONCRETE SLABS WITH "R" THAT
CONTAIN STRUCTURES. SEE DETAIL C1 THIS SHEET
FOR REINFORCEMENT FOR CONCRETE PANELS
WITHOUT STRUCTURES AND TABLE 1 FOR REBAR
OR WWF.
2. WELDED WIRE FABRIC SHALL BE OVERLAPPED FOR
A DISTANCE EQUAL TO AT LEAST ONE SPACING OF
THE WIRE IN THE FABRIC OR 32 WIRE DIAMETERS,
WHICHEVER IS GREATER. THE WIRES IN THE LAP
SHALL BE WIRED OR OTHERWISE SECURELY
FASTENED TO PREVENT SEPARATION DURING
CONCRETE PLACEMENT.
3. PROVIDE 3" SEPARATION BETWEEN
REINFORCEMENT AND EDGE OF SLAB.
SCALE: NTSA4
TYPICAL AIRFIELD APRON SLAB
REINFORCEMENT AROUND STRUCTURES
CL
#5 BARS @ 12" O.C.
T&B, EACH WAY FOR
FUEL PIT SLABS ONLY
GROUND ROD APPROX.
3.00' FROM FUEL PIT LID
(SEE ELECTRICAL SHEETS)
2 #5 BARS x 48" LONG @ 6" O.C.
T&B @ RE-ENTRANT CORNERS
(TYP.) SEE NOTES 1 AND 2. ALL
SLABS WITH STRUCTURES.
STRUCTURE
OR FUEL
HYDRANT PIT
CL
L
0.
6L
M
IN
0.6L
MIN.
THICKNESS
OF SLAB (T) DIAM LENGTH SPACING
3/4"<8" 8"-11.5" 12"-15.5" 16"-20.5"
1" 1-1/4" 1-1/2"
16" 16" 20" 20"
12" 12" 15" 18"
DOWEL BAR SIZE -TABLE 2
NOTES:
1. SEE SPECIFICATION SECTION 32 13 11 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY DUTY
PAVEMENTS FOR ADDITIONAL DOWEL BAR SPACING REQUIREMENTS.
2. WHEN DOWELED JOINTS ARE REQUIRED BETWEEN PAVEMENTS OF DIFFERING THICKNESS, THE DOWELS SHALL BE SIZED FOR THE THINNER SECTION, AND PLACED AT T/2 ± D/2 OF THE THINNER
PAVEMENT.
SCALE: NTSC1
DOWEL BAR ASSEMBLY
DOWELS WELDED
ALTERNATELY TO
TOP SPACER BARS0.362" DIA "VEE" LEG
CHAIRS WELDED AT ALL
INTERSECTIONS TO TOP
AND BOTTOM SPACER BAR
0.177" DIA. SPREADER WIRES
WELDED TO TOP SPACER
BARS 3 PER ASSEMBLY TO
BE CLIPPED AFTER STAKING
0.362" DIA BOTTOM
SPACER BARS WELDED TO
LEG CHAIRS - 2 PER ASSEMBLY
0.362" DIA TOP SPACER
BARS WELDED TO LEG
CHAIRS - 2 PER ASSEMBLY
DOWEL
JOINT
DOWEL BAR ASSEMBLY
SHALL BE FASTENED TO
BASE COURSE PRIOR TO
PAVING TO PREVENT
FLOATING DURING PAVING
OPERATIONS
24"
3"
2"
6"
1/2" R
1. PLACE 3/4" EXPANSION JOINTS WITH 24"
DOWELS AT RADIUS POINTS OR A MAXIMUM
OF 60' ON STRAIGHT SECTIONS. THESE
DOWELS SHALL BE GREASED AND WRAPPED
ON ONE END WITH EXPANSION TUBES.
2. INSTALL 1 1/2" DEEP CONTRACTION JOINTS
AT APPROXIMATELY 15' INTERVALS. THESE
JOINTS SHALL PASS THROUGH THE ENTIRE
CURB SECTION.
3. FIX DOWELS WITH BAR CHAIRS OR EQUAL.
NOTES:
1-1/2" R
#5 x 24" SMOOTH
DOWELS (SEE NOTES)
SLOPE TO MATCH
PAVEMENT
SCALE: NTSD4
CURB AND GUTTER
SCALE: NTSC4
DOWEL BAR LOCATION AND SIZES
4" PORTLAND
CEMENT
CONCRETE
COMPACTED FILL
12" GRADED-CRUSHED
AGGREGATE BASE
PROPOSED OR
EXISTING PCC
EXPANSION
JOINT C3/C502
FINISH GRADE
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
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R
IN
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C O
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PA
N Y, IN
C
D
2 3
C
4 5
A
B
AD
12/02/16 D.MUETING
A.DORMAN R.BARUTH
SITE DETAILS 3
C-503 0
STOP BAR MARKING 10.00' 10.00'
3.
FP
NOTES:
1. ALL STATIC GROUND POINTS AND TIE DOWNS SHALL BE
LOCATED A MINIMUM OF 2.00' FROM ANY PLANNED OR
EXISTING JOINT.
2. SEE ELECTRICAL PLANS FOR STATIC GROUND POINT
DETAILS.
3. SEE SITE PLAN FOR EXACT FUEL PIT LOCATION. THE FUEL
PITS WILL NOT BE IN THE SAME RELATIVE LOCATION WITH
RESPECT TO EACH OF THE AIRCRAFT LOCATIONS.
SCALE: NTSA1
AIRCRAFT PARKING LOCATION LAYOUT
2.
STATIC GROUND
SEE NOTE 1
(TYP 19)
39.82' 39.82'
2.
FUEL PIT (SEE NOTE 3)
5.
TY
P
AL
L
SI
D
ES
PIT
LIDSOLID YELLOW
REFLECTORIZED
PAINT
(FED-STD-595:
COLOR 33538)
SCALE: NTSD4
HYDRANT FUEL PIT MARKING DETAIL
L TAXIWAY
6" 6" 6"
C
6" CONTINUOUS YELLOW
REFLECTORIZED PAINT
SCALE: NTSB4
TAXIWAY CENTERLINE
LOCATION
POINT - SEE
SITE PLANS
12"
SCALE: NTSA4
RED LINE PAVEMENT MARKING
CONTINUOUS RED
REFLECTORIZED PAINT
ENTRY CONTROL POINT
RED LINERED LINE WHITE PAINT, RED TEXT
SCALE: NTSC4
ENTRY CONTROL POINT
18" (TYP)18" (TYP)
12" SOLID
REFLECTORIZED
YELLOW STOP BAR
MARKING (TYP)
SCALE: NTS
STOP BAR MARKINGA5
LOCATION
POINT - SEE
PAVEMENT
MARKING
PLANS
NOTE:
1. ENTRY CONTROL
POINT MARKING
SHALL MATCH THE
EXISTING DIMENSIONS
AND BE APPROVED OF
BY THE ANGB PRIOR
TO STRIPING.
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
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C O
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PA
N Y, IN
C
D
2 3
C
4 5
A
B
LEGEND:
STOP BAR
STATIC GROUND
C504 A5
AD
12/02/16 D.MUETING
A.DORMAN R.BARUTH
SITE DETAILS 4
C-504 0
UTILITY
FEATURE OR
STRUCTURE TO
BE PROTECTEDGUARD POST
(DISTRIBUTION AS
INDICATED ON PLANS)
MIN
CONCRETE
1"
1" 3'
-1 1"
3' -0
3"
12"
BITUMINOUS JOINT
FILLER (CONCRETE
PAVEMENT ONLY)
6" DIA. GALVANIZED
STEEL PIPE. PAINTED
WITH SAFETY YELLOW
PAINT.
THIS DETAIL ONLY APPLIES TO UNPAVED AREAS. SEE GRADING
PLANS FOR SPECIFIC GRADING.
1.
STRUCTURE
BUILDING OR
6"FF ELEVATION
FINISH GRADE
5% SLOPE FOR 10'
NOTE:
X X
X
2.00' 5.00' SIDEWALK 4.00' VARIES
SECURITY FENCE
GABION BLOCK WALL NEW
ROADWAY
FINISHED GRADE
PCC CURB
AND
GUTTER
SECTION SHOWN NOT TYPICAL OF ENTIRE SIDEWALK/ROADWAY
SECTION SPACING.
1.
NOTE:
GUARD POSTS SHALL BE SPACED IN ACCORDANCE TO THE
SPACING SHOWN UNLESS OTHERWISE SPECIFIED
1.
NOTE:
FINISH GRADE
OR ASPHALT PAVEMENT
PCC PAVEMENT SECTION
EXPANSION
JOINT C3/C502
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
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PA
N Y, IN
C
D
2 3
C
4 5
A
B
C-506 A2
SCALE: NTS
TYPICAL SIDEWALK/ROADWAY SECTION VIEWB3
SCALE: NTS
TYPICAL GUARD POSTC1
SCALE: NTS
TYPICAL GUARD POST
ARRANGEMENTC2 SCALE: NTS
TYPICAL FINISH GRADE
ADJACENT TO BUILDINGC3
C503 D4
AD
11/02/16 D.MUETING
A.DORMAN R.BARUTH
SITE DETAILS 5
C-505 0
FJRP159073-CS521.dwg
BARBED WIRE
LINE POSTBRACE
BARBED WIRE
TENSION WIRE
CHAIN LINK
FABRIC
TRUSS
ROD
CONCRETE
(TYP)
FINISH
GRADE
END BAY 10'-0" (MAXIMUM) MULTIPLES OF
10'-0" MAXIMUM
1' -0
2"
3' -0
3' -6
12"
3' -6
3' -0
7' -0
12"
1'-6"
3' -6
"3' -0
2'-0"
4' -6
" 4' -0
BOTTOM
RAIL
ROLLER
BRACE
REAR
STOP
4 1/2"
GATE POST
GATE POST
GATE POST
BOTTOM RAIL
ROLLER
3 1/2" DIA.
ROLLER (TYP.)
2 3/8" O.D. 1.939" I.D. EXTRA
STRONG PIPE SPLICE AS
REQUIRED
5"
CONCRETE (TYP.)
2'-0"
4' -6
" 4' -0
"2" 1'
-0
7' -0
LATCH
LATCH POST
FRONT STOP
2 3/8" O.D. 1.939" I.D.
STRONG PIPE SPLICE
AS REQUIRED
2" O.D. (TYP.) GATE POST
BARBED WIRE
PER MANUFACTURER RECOMMENDATION BALLAST LENGTH
NO FABRIC THIS PORTION OF GATE
1'-2"
CHAIN LINK
FABRIC (TYP.)
TENSION
WIRE
1 5/8" O.D.
BRACES (TYP.)
WELD ALL
JOINTS (TYP.)
4" O.D. POST
3 1/2" ROLLER
GATE FRAME
CLAMPS
2" O.D. TUBING
3 1/2" ROLLER
TOP OF PIPE
2' -5
EX
TE
N
SI
O
N
BA
R
BE
D W
IR
E
SI
D
E
SE
C U
R
ED
PLAN
3' -6
SECTION A
NOT TO SCALE
LINE POSTS 6'-0" ON-CENTER
7' -0
3'
-6
TY
P)
3' -0
TY
P) 6"
(T
YP
12"(MIN)
(TYP)
(MINIMUM)
2"
CONCRETE
FOOTING (TYP)
NOTES:
1. SEE DETAIL A2 THIS SHEET FOR FENCE.
2. FOR FENCE GROUNDING SEE ELECTRICAL
DRAWINGS.
3. SECURITY FENCE LOCATED INSIDE THE
RUNWAY CLEAR ZONE SHALL HAVE FRANGIBLE
POSTS.
TENSION WIRE
BOTTOM WIRE
2" M
AX
3' -6
BOTTOM
RAIL
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
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IN
EE
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IN
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C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
SCALE: NTS
CANTILEVER SLIDING GATEC2
SCALE: NTS
FENCE ON SLOPEB5
SCALE: NTS
SECURITY FENCEA2
AD
11/02/16 D.MUETING
A.DORMAN R.BARUTH
SITE DETAILS 6
C-506 0
N 539899.48 E 1420593.52
N 539897.22 E 1420596.42
N 539903.47 E 1420593.22
N 539897.44 E 1420566.51
N 539901.43 E 1420566.21
9"
1'-3"1'-3"
9"
1'-6"1'-6"
4'-0"
3' 6"
HANDHOLE/COVER
BOLLARD (TYP 2)
CARD SWIPE AND KEY PAD
(PER SPECIFICATION 32 31 13)
CONDUIT
FINISH GRADE
6" MIN
8"
2' -0
6" 4'
3'
FINISH GRADE
2 - #5 BARS CONT.
BITUMINOUS PAVEMENT
6 x 6, W1.4 x 21.4 W.W.F.
OR #4 @ 1'-0" O.C.E.W.
1" CHAMFER (TYP)
HANDHOLE WITH COVER
5" O.D. HOLLOW STEEL BOLLARD
PAINTED PER NCANG STANDARD
CONCRETE
3"
6" AGGREGATE BASE
SEE ELECTRICAL
SHEETS FOR CIRCUIT
INFORMATION AND ROUTING
BASE PLATE
ELEVATION VIEW
PROFILE VIEW
C507 A3
1"
1"
4" 4"
4"4"
2" DIA.
CONDUIT
HOLE
1"R (TYP)
5/8" DIA
BOLT HOLE
3"
GROUT AFTER LEVELING
BASE PLATE
WELD ALL AROUND
1/2" DIA. ANCHOR BOLT
FABRICATE STAINLESS
STEEL ADAPTER PLATE
WITH STEEL DRIP GUARD
AND OPEN BOTTOM FOR
EQUIPMENT MOUNTING
CARD READER WITH 4"
NON-CONDUCTIVE STAND
OFF FROM ADAPTER
PLATE
2.50'
C505 C1Sc al e
Fo r M ic ro fil m in g
In ch es M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
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IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
UNSECURE AREA
SECURE AREA
26.50'
KEY PAD
GATE OPERATOR
12.00'
MIN
12.00'
MIN
GUARD POST
C1/C505
(TYP 7)
C507 A4
N
1. SEE SITE ELECTRICAL SHEETS FOR ALL CONTROLS, WIRING, POWER, ETC. FOR GATES AND KEY PADS.
2. SEE DETAIL C2 ON SHEET CS506 FOR VEHICULAR GATE.
3. INSTALL EXIT LOOP AND SAFETY LOOP PER MANUFACTURER'S RECOMMENDATIONS AND PER
REQUIREMENTS OF THE NORTH CAROLINA AIR NATIONAL GUARD.
SCALE: 1"=5'
ENLARGEMENT PLAN FOR SINGLE LEAF SLIDING VEHICULAR GATEA1
.0
0'
XX
EXIT LOOP
SAWCUT AND SEAL IN
PAVEMENT PER
MANUFACTURERS
RECOMMENDATION
SCALE: 1"=5'
KEY PAD AND CONCRETE PEDESTALA4SCALE: 1"=5'
KEY PAD BASE PLATEA3
CANTILEVER
SLIDING GATE
C2/C506
SAFETY LOOP (TYP)
±3 .0
0' ±3
.0 0'
AD
NOTES:
11/02/16 D.MUETING
A.DORMAN R.BARUTH
SITE DETAILS 7
C-507 0
X X
6.00'±
FUEL TANK CONTAINMENT
WALL. SEE STRUCTURAL
DRAWINGS FOR DETAIL.
SECURITY FENCE
SLOPE (TYP)
SEE STRUCTURAL
DRAWINGS FOR
AST WALL DETAILS
VARIES
RINGWALL FOUNDATION
SEE STRUCTURAL
DRAWINGS FOR DETAIL
PCC
SIDEWALK
FLEXIBLE MEMBRANE LINER
SEE STRUCTURAL DRAWINGS AND
SPECIFICATION SECTION 33 56 19
FOR INSTALLATION REQUIREMENTS.
4'
NOTES:
1. CONTRACTOR SHALL PROVIDE DESIGN FOR MECHANICALLY STABILIZED EARTH
RETAINING WALL. THIS DETAIL, INCLUDING ALL COMPONENTS SHOWN, SHALL BE
USED AS REFERENCE ONLY. SEE PERFORMANCE SPECIFICATION 32 32 23:
MECHANICALLY STABILIZED EARTH RETAINING WALL FOR MORE INFORMATION.
2. THE BASE FOUNDATION IS TO BE APPROVED BY THE CONTRACTOR'S
GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF THE LEVELING PAD.
3. MONITOR SETTLEMENT OF THE FILL UNTIL CONTRACTOR'S GEOTECHNICAL
ENGINEER ADVISES THAT PREDICTED FUTURE SETTLEMENT OF FILL ACHIEVES
ALLOWABLE TOLERANCES AS SPECIFIED OR INDICATED. CONTINUE WITH STORAGE
TANK CONSTRUCTION AT THE END OF THE SETTLEMENT MONITORING PERIOD.
4. STAGING OF FILL PLACEMENT AND WALL CONSTRUCTION SHALL BE ACCORDING TO
CONTRACTOR'S ENGINEER'S DESIGN.
SLOPE
REINFORCED FILL
RETAINED
FILL
GEOGRID
REINFORCEMENT
EXCAVATION LINE
(SLOPE DETERMINED BY
CONTRACTOR)
NATIVE SOIL OR
FORMATIONAL
MATERIAL
DRAINAGE AGGREGATE
LEVELING PAD
NON PERFORATED
DRAINAGE PIPE WITH
RODENT CAP
PERFORATED/ SLOTTED
DRAINAGE PIPE
WALL FACING
UNITS
SCALE: NTS
TYPICAL MECHANICALLY STABILIZED
EARTH WALL SECTIONA4
C-506 A2
2' WIDE PCC
MOW STRIP
6' B
EL
O
W T
AN
K
(M
IN
USE SELECT GRANULAR MATERIAL
FOR TANK FILL AREA. SEE SECTION
31 00 00 FOR MATERIAL AND
PLACEMENT REQUIREMENTS.
PROOF ROLL SUBGRADE PER
SECTION 31 00 00 PRIOR TO PLACING
SELECT GRANULAR MATERIAL. SEE
NOTE 3 BELOW FOR ADDITIONAL
REQUIREMENTS.
MONITORING DEVICE NOTES:
1. SETTLEMENT MONITORING PLATE PER CONTRACT
DRAWING DETAIL; INSTALLED AS INDICATED ON
PREPARED SUBGRADE.
SETTLEMENT GAUGE DETAIL
1-1/2" STD. GALV. CAP
1-1/2" DIA. STD. GALV.
STEEL RISER PIPE
FINISHED GRADE
1/2" X 30" SQUARE
STEEL BASE PLATE
3" DIA. STD. STEEL
SLEEVE PIPE
PREPARED
SUBGRADE
FILLET WELD
6"
2' -0
1" SAND LEVELING COURSE
2' -0
6" OAKUM PLUG AS SPECIFIED
EMBANKMENT
SCALE: NTS
SETTLEMENT GAUGE DETAILA1
EMBANKMENT
TOP OF
WALL (TW)
GRADE ELEVATION
AT LOWER FACE
OF WALL (GBW)
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
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L
EN
G
IN
EE
R
IN
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C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
AD
11/02/16 D.MUETING
A.DORMAN R.BARUTH
SITE DETAILS 8
C-508 0
PLAN SECTION A-A
SCALE: NTS
WATER SERVICE TAPPING SLEEVEA3
VA
R
IE
S
SURFACE TREATMENT AS
SPECIFIED ON PLANS - SEE
DETAIL A5 ON SHEET C510
FOR REPAIRING EXISTING
PAVED AREAS
WARNING TAPE (TYP)
3'-0" (MIN) 2'-0" (MIN)
HAND TAMPED FUEL PIPE
SAND BEDDING MATERIAL:
PLACED PRIOR TO
COMMENCING COMPACTION
ABOVE TOP OF PIPE
ELECTRICAL DUCTBANK
AS SHOWN ON
ELECTRICAL DRAWINGS
10" JF RETURN 10"JF SUPPLY
SCALE: NTS
TYPICAL FUEL LINE UTILITY TRENCH WITH ELECTRICAL DUCT BANKA1
BACKFILL AS SPECIFIED
6"
O D
P
IP
E
NOTES:
1. SEE PLANS FOR NUMBER AND SIZE OF LINES IN TRENCH.
2. SEE SPECIFICATION SECTION 31 00 00 FOR FUEL PIPE SAND BEDDING MATERIAL.
3. SEE DETAIL C1, DRAWING C-511, FOR ADDITIONAL INFORMATION.
SCALE: NTS
GRAVITY BLOCK DETAIL (FOR PRESSURE PIPE)
B3
THRUST
BLOCK
EXISTING
WATER LINE
TAPPING VALVE
WITH VALVE BOX
MECHANICAL JOINT
TAPPING SLEEVE
NEW SERVICE LINE
VALVE
BOX
NEW SERVICE
LINE
THRUST/ANCHOR
BLOCK. SEE
DETAIL A1 C511
RESTRAINER
EXISTING
WATER LINE
THRUST BLOCK -
SEE DETAIL A1
C511
24"x24" - 6" CONCRETE SLAB/COLLAR
(3000 PSI CONCRETE IN GRASS OR ASPHALT AREAS)
8" MECHANICAL JOINT TAPPED CAP
H-20 RATED BOLT
DOWN FRAME AND
LID
BU
R
Y D
EP
TH
4' -0
" M
AX
M
IN
18" MIN
BACKFILL AS SPECIFIED
2" MIN, 4" MAX
1 C.Y. (MIN) PIPE BEDDING
MATERIAL AROUND HYDRANT
THRUST BLOCK -
SEE DETAIL A1
C512
CRUSHED ROCK
DRAIN BED
(SEE NOTE 1)
MJ SHOE ON
HYDRANT
GATE VALVE
THRUST
BLOCK
ROTATE AS INDICATED ON PLAN
FINISH GRADE
VALVE
BOX
6" SERVICE
LINE
CENTER
LINE MAIN
BREAKAWAY FLANGE
HYDRANT HOLES SHALL NOT
BE COVERED WITH CONCRETE
1" 1/ 2"
6" M
IN
24" X 24" X 6" MIN
CONCRETE PAD IN
UNPAVED AREA
#10 BAR ALL
AROUND (6" LAP)
1. NOT LESS THAN 7 CUBIC FEET OF FREE-DRAINING BROKEN STONE GRAVEL SHALL BE PLACED AROUND
AND BENEATH THE WASTE OPENING OF DRY BARREL HYDRANTS TO ENSURE DRAINAGE.
2. CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER FOR FIRE HYDRANT LOCKING MECHANISM
(WHERE NEEDED).
3. ALL FIRE HYDRANTS LOCATED WITHIN AIRFIELD SECURITY FENCE SHALL BE LOW-PROFILE (24" - 30" MAX).
4. THE CONTRACTOR SHALL COORDINATE WITH CONTRACTING OFFICER PRIOR TO USING ANY FIRE
HYDRANTS FOR CONSTRUCTION WATER.
NOTES:
CONCRETE PAD IN
UNPAVED AREAS
SCALE: NTS
FIRE HYDRANT AND ISOLATION VALVEC1
Sc al e Fo r M ic ro fil m in g In ch es
M illi m et er s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file
NORTH CAROLINA AIR NATIONAL GUARD
DOUGLAS INTERNATIONAL AIRPORT
CHARLOTTE, NORTH CAROLINA
KANSAS CITY, MISSOURI
ENGINEERS ARCHITECTS & CONSULTANTS
Project No. - FJRP159073
C-17 TYPE III HYDRANT
REFUELING SYSTEM/
RAMP EXPANSION
94893
C O
PY
R
IG
H
T
BU
R N
S
M cD
O N
N
EL
L
EN
G
IN
EE
R
IN
G
C O
M
PA
N Y, IN
C
D
2 3
C
4 5
A
B
AD
11/02/16 D.MUETING
A.DORMAN R.BARUTH
UTILITY DETAILS 1
C-509 0
FJRP159073-CU501.dwg
FLOW
CONCRETE MANHOLE
ADAPTER
12" LONG STUB (MIN.)
FLOW
NEW PIPE
SE
E
PR
O
FI
LE
FO
R
IN
VE
R T
EL
EV
D/2 (6" MIN.)
CORE DRILL NEW
PIPE OPENING
THEORETICAL
TOP OF PIPE
FILL CONCRETE
INV.
ELEV.
EXISTING
MANHOLE
EXISTING
PIPE
NON-SHRINK GROUT
AROUND PIPE
NOTES:
1. CORE CUT SHALL BE MADE WITHOUT SPALLING OR DAMAGE TO THE
EXISTING STRUCTURE.
2. PIPE CONNECTION THROUGH MANHOLE WALL SHALL BE MADE WITH
GROUTING RING GASKET AND NON-SHRINK GROUT.
3. EXISTING INVERT CHANNEL SHALL BE RE-SHAPED TO
ACCOMMODATE NEW INVERT.
SCALE: NTS
PIPE CONNECTION TO EXISTING MANHOLEC1
M
IN
12"
MIN
M
IN
STRUCTURAL CONCRETE PLACED
AGAINST UNDISTURBED EARTH PI
PE
O
D
12"
MIN
SUPPORT PIPE ON SOLID
CONCRETE BLOCKS MIN 12"X12"
PLACE CONCRETE TO
NEAREST JOINT EACH
END OF ENCASEMENT
AS SHOWN ON PROFILE
EXISTING
CONCRETE PAVEMENT
ASPHALT PAVEMENT
REPLACEMENT
CONCRETE PAVEMENT
REPLACEMENT
12"
(TYP)
12"
(TYP)
24"
DOWELS SHALL BE
GROUTED INTO EXISTING
PAVEMENT (12" MIN)
6 X 6 - W4.0 X W4.0 WWF
EXCAVATION LIMITS
BASE
COURSE (6" MIN)
SEE NOTE 3
6" COMPACTED
SUBGRADE
ASPHALTIC
CONCRETE
(2" MIN)
CONCRETE BASE
COURSE (6" MIN)
6" COMPACTED
SUBGRADE
SAW CUT (TYP)
CONCRETE
(6" MIN)
6" M
IN
M
IN
VA
R
IE
SFINAL BACKFILL
AS SPECIFIED
SURFACE
TREATMENT
AS SPECIFIED
INITIAL BACKFILL HAND-TAMPED
COMPACTION ABOVE TOP OF PIPE
PIPE EMBEDMENT
MATERIAL AS SPECIFIED
PI
PE
O D
FINISH…
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