B
2
D
4
T
/W
A
5 T
/W
F
3
T
/W
F
2
T
/W
F
1
B
3
T
/W
A
3
T
/
W
A
4
T
/
W
A
2
2
,3
9
9
' R
U
N
W
A
Y
E
X
T
E
N
S
IO
N
T
R
U
E
B
E
A
R
I
N
G
4
4
.
6
5
°
/
2
2
4
.
6
6
°
U
L
T
.
8
,
8
0
0
'
X
1
5
0
'
U
L
T
.
P
A
P
I
-
4
E
X
I
S
T
.
8
,
0
0
1
'
X
1
5
0
'
E
X
IS
T
. 8
,6
0
1
' X
1
5
0
'
RELOCATED
NATIONAL WEATHER
SERVICE
RELOCATE S.C.
AERONAUTICS
COMMISSION TO
THIS AREA
T
R
U
E
B
E
A
R
IN
G
1
0
4
.6
6
°
/ 2
8
4
.6
7
°
U
L
T
. 1
1
,0
0
0
' X
1
5
0
'
RESERVED
FOR
AVIATION
RELATED
INDUSTRIAL
U
L
T
. R
V
R
U
L
T
. W
IN
D
IN
D
.
ULT. WIND
IND.
ULT. ARP
J
O
H
N
H
A
R
D
E
E
C
O
N
N
E
C
T
O
R
S.C. DIVISION OF
SURPLUS PROPERTY
GAS
STATION
SITE
GENERAL AVIATION
DEVELOPMENT AREA
(SEE NOTE 8)
AIRCRAFT
MAINTENANCE
FACILITY
ULT. GS
ANT.
UPGRADES TO PITTS LAKE
WILL BE ACCOMPLISHED AS
REQUIRED TO MEET ULTIMATE
STORMWATER NEEDS
ULTIMATE COMPASS
CALIBRATION PAD
ULT.
LOCALIZER
U
L
T
. A
L
S
F
-2
MIDDLE
MARKER
RESERVED FOR
AVIATION RELATED
INDUSTRIAL
RENTAL CAR
SERVICE AREA
U
L
T
.
P
A
P
I
-
4
7
9
6a
5
4
3
2
1
8
11
12 18
19
20
17
16
15
14
13
10
42
43
44
45
21
23
22
24
25
27
26
28
29
30
31
36
37
35
34
33
32
40
38
39
41
6b
6c
6d
6e
46
47
48
49
50
51
52
53
46
6
0
0
'
R
C
L
E
A
R
A
R
E
A
S
.
C
.
H
W
Y
3
0
2
E
D
M
U
N
D
H
W
Y
A
I
R
P
O
R
T
B
L
V
D
T
O
C
O
L
U
M
B
I
A
B
O
S
T
O
N
A
V
E
E
R
M
IN
E
R
D
N
O
R
F
O
L
K
S
O
U
T
H
E
R
N
R
A
I
L
R
O
A
D
O
L
D
B
A
R
N
W
E
L
L
R
D
C
O
L
I
T
E
D
R
I
V
E
L
A
K
E
D
O
G
W
O
O
D
R
D
W
E
S
T
D
U
N
B
A
R
R
D
P
I
N
E
S
T
E
M
M
A
N
U
E
L
C
H
U
R
C
H
R
D
S
.
C
.
H
W
Y
6
0
2
P
L
A
T
T
S
P
R
I
N
G
S
R
D
HOTEL /
CONFERENCE
CENTER
WEST SITE
HOTEL /
CONFERENCE
CENTER
SOUTH SITE
HOTEL /
CONFERENCE
CENTER
EAST SITE
LLWAS
LLWAS
LLWAS
LLWAS
LLWAS
LLWAS
LLWAS
E
X
I
S
T
.
V
A
S
I
PITTS
LAKE
G
S
A
N
T
.
DEPARTURE RPZ
(1,700' x 500' x 1,010')
COLLUMWOOD
ESTATES
SUBDIVISION
PINE GROVE
SPORTS COMPLEX
LLWAS
E
X
IS
T
. A
L
S
F
-2
SOUTHLAND
MEMORIAL
GARDENS
E
X
I
S
T
.
M
A
L
S
R
W
I
N
D
I
N
D
I
C
A
T
O
R
MIDDLE MARKERMALSR
LLWAS
EAST CARGO
APRON
W
IN
D
IN
D
.
(L
IG
H
T
E
D
)
CEDARWOOD
SUBDIVISION
G
L
ID
E
S
L
O
P
E
A
N
T
E
N
N
A
WIND
IND.
FOREIGN TRADE
ZONE NO. 127
EXIST. GS ANT. (TO
BE RELOCATED
OUTSIDE THE RSA)
FULMER
MIDDLE
SCHOOL
NEXRAD
MIDLANDS
TECHNICAL
COLLEGE
FUEL
FARM
AIR
CARGO
AREA
AIRPORT
BEACON
THREE FOUNTAINS
SUBDIVISION
A
S
O
S
P
A
P
I-4
E
X
IS
T
. W
IN
D
IN
D
. (L
IG
H
T
E
D
)
E
X
IS
T
.
L
O
C
A
L
IZ
E
R
IN
N
E
R
M
A
R
K
E
R
R
V
R
CAE-PARK
SOLECTRON
COLITE
PIRELLI
PBR
HEITKAMP &
THUMANN
CEE-US
CONSOLIDATED
SERVICES
UPS-COD
P
A
P
I-4
TERMINAL
L
O
C
A
L
IZ
E
R
NCR
TAMPER
R
V
R
E
X
I
S
T
.
P
A
P
I
-
4
E
X
IS
T
. P
O
F
Z
(2
0
0
' x
8
0
0
')
P
O
F
Z
(2
0
0
' x
8
0
0
')
E
X
I
S
T
.
P
O
F
Z
(
2
0
0
'
x
8
0
0
'
)
U
L
T
. P
O
F
Z
(2
0
0
' x
8
0
0
')
7
4
5
'
7
4
5
'
4
0
0
'
4
0
0
'
4
0
0
'
4
9
0
'
9
0
5
'
1
,0
0
0
'
1
,0
0
0
'
5
0
0
'
7
0
0
'
7
4
5
'
8
6
9
'
4
0
0
'
SHORT-TERM ROAD
REALIGNMENT (SEE NOTE 13)
A
A
B
B
C
D
D
E
E
H
F
F
F
G
G
I
3
0
0
'
1
,
0
0
0
'
1
,
0
0
0
'
75'
75'
75'
75'
75'
75'
75'
35'
75'
8
0
0
'
5
0
0
'
4
0
0
'
5
0
0
'
8
0
0
'
J
PRECISION APPROACH
SURFACE (50:1 SLOPE)
EXIST. NONPRECISION
APPROACH SURFACE
(34:1 SLOPE)
VISIBILITY > 3/4-MILE
EXISTING PRECISION
APPROACH SURFACE
(50:1 SLOPE)
ULTIMATE PRECISION
APPROACH SURFACE
(50:1 SLOPE)
EXISTING PRECISION
APPROACH SURFACE
(50:1 SLOPE)
ULTIMATE PRECISION
APPROACH SURFACE
(50:1 SLOPE)
EXIST.
APPROACH RPZ
(1,700' x 500' x 1,010')
VISIBILITY > 1-MILE
ULT.
APPROACH RPZ
(1,700' x 1,000' x 1,510')
VISIBILITY > 3/4-MILE
AIRPORT HIGH SCHOOL
APPROACH RPZ
(2,500' x 1,000' x 1,750')
VISIBILITY < 3/4-MILE
EXIST.
APPROACH RPZ
(2,500' x 1,000' x 1,750')
VISIBILITY < 3/4-MILE
ULT.
APPROACH RPZ
(2,500' x 1,000' x 1,750')
VISIBILITY < 3/4-MILE
EXIST.
APPROACH RPZ
(2,500' x 1,000' x 1,750')
VISIBILITY < 3/4-MILE
ULT.
APPROACH RPZ
(2,500' x 1,000' x 1,750')
VISIBILITY < 3/4-MILE
ULT. NONPRECISION
APPROACH SURFACE
(34:1 SLOPE)
VISIBILITY = 3/4-MILE
UNPAVED
ROAD (TYP.)
ULT. POFZ
(200' x 800')
K
9
2
0
'
L
U
L
T
.
M
A
L
S
R
7
9
9
'
R
U
N
W
A
Y
E
X
T
E
N
S
I
O
N
ULT. WIND
INDICATOR
D
3
PLATT SPRINGS ROAD
TO BE TUNNELED WHEN
RUNWAY IS EXTENDED
T
/W
A
1
B
1
D
1
D
2
Designer:
Project Number:
Checked by:
Technician:
Drawing Name:
FAA AIP Project Number:
Date:
Scale:
Division :
Drawing Number:
Description
REVISIONS
No. Date By
AIRPORT MASTERPLAN UPDATE
PJJ, TGM
TGM
PJJ, RWO
121368
3-45-0018-036-2009
SEPTEMBER 2012PLANNING
THE
GROUP
LPA
AVIATION CONSULTANTS
AIRPORT
LAYOUT PLAN
DRAWING
230.5' AMSL
221.4' AMSL
231.0' AMSL
241.1' AMSL
231.6' AMSL
250.0' AMSL
232.0' AMSL
242.7' EST.
247.6' EST.
232.0' AMSL
214.7' AMSL
232.0' EST.
243.1' AMSL
282.3' AMSL
224.0' EST.
240.0' AMSL
231.1' AMSL
231.4' AMSL
208.5' AMSL
203.9' AMSL
223.9' AMSL
234.5' AMSL
212.4' AMSL
274.4' AMSL
213.4' EST.
229.1' EST.
313.0' AMSL
209.5' AMSL
270.6' EST.
285.3' EST.
285.7' EST.
292.9' EST.
241.5' EST.
248.0' AMSL
354.2' AMSL
246.8' EST.
250.5' EST.
240.0' AMSL
248.2' AMSL
249.2' EST.
264.7' AMSL
261.3' AMSL
396.5' AMSL
304.0' AMSL
291.7' EST.
279.0' AMSL
295.9' EST.
254.7' EST.
254.5' EST.
310.2' AMSL
264.3' EST.
260.2' EST.
254.0' AMSL
254.0' AMSL
254.0' AMSL
254.0' AMSL
286.4' AMSL
TOP ELEV.TOP ELEV.
BANK AIR - CARPORT53
BELL AVIATION - HANGAR52
COLUMBIA AVIATION - HANGAR51
COLUMBIA AVIATION - HANGAR50
SCANA HANGAR49
EAGLE AVIATION - CORPORATE HANGAR48
EAGLE AVIATION - 8-UNIT T-HANGAR47
PARKING GARAGE46
THRIFTY RENTAL CAR MAINTENANCE FACILITY6e
HERTZ RENTAL CAR MAINTENANCE FACILITY6d
ALAMO-NATIONAL RENTAL CAR MAINT. FACILITY6c
AVIS RENTAL CAR MAINTENANCE FACILITY6b
SOUTH ELECTRICAL VAULT45
EAGLE AVIATION - 10-UNIT T-HANGAR23
GENERATOR BUILDINGS44
43 UPS WASH FACILITY
UPS REMOTE FACILITIES BUILDING
AIRPORT ADMINISTRATION/FAA OFFICE
AIRPORT MAINTENANCE FACILITY BUILDINGS
BELL AVIATION - HANGAR
42
41
20
21
40
39
FTZ - MULTIPLE TENANTS
FTZ - MULTIPLE TENANTS
FTZ - MULTIPLE TENANTS
38
35
37
36
FTZ - MULTIPLE TENANTS
BERRY'S AIR FREIGHT
COLUMBIA AVIATION - 7-BAY SHADE PORT
COLUMBIA AVIATION - HANGAR
S.C. AERONAUTICS COMMISSION - HANGAR/OFFICE
NATIONAL GUARD - OPERATIONS SUPPORT AIRLIFT
EAGLE AVIATION - HANGAR/MAINT. SHOP
EAGLE AVIATION - CORPORATE HANGAR
EAGLE AVIATION - CORPORATE HANGAR
EAGLE AVIATION - CORPORATE HANGAR
EAGLE AVIATION - CORPORATE HANGAR
EAGLE AVIATION - CORPORATE HANGAR
FAA - OFFICE BUILDING
FAA - ATCT (TOP OF ANTENNA)
NORTH ELECTRICAL VAULT
EAGLE AVIATION - TERMINAL BUILDING
EAGLE AVIATION - PAINT SHOP
MESA (DOOLITTLE HANGAR) - HANGAR
S.C. AERONAUTICS COMMISSION - HANGAR
U.S. CUSTOMS - PORT OF COLUMBIA
BELL AVIATION - HANGAR
BELL AVIATION - OFFICE
COLUMBIA AVIATION - HANGAR/OFFICE
EAGLE AVIATION - 15-BAY SHADE PORT
EAGLE AVIATION - 16-UNIT T-HANGAR
EAGLE AVIATION - HANGAR/MAINT. SHOP
ARFF (TO BE RELOCATED)
NATIONAL WEATHER SERVICE
PARKING LOT TOLL OFFICE & BOOTHS
PASSENGER TERMINAL (TO BE EXPANDED)
BUDGET RENTAL CAR MAINTENANCE FACILITY
AIRPORT SURVEILLANCE RADAR
GENERATOR BUILDING
AIR CARGO BLDG. - U.S. POST OFFICE
EXISTING BUILDING TABLE
18
19
22
24
26
27
25
29
30
32
33
31
34
28
2
1
5
4
3
7
6a
10
9
8
13
12
16
15
14
17
11
AIR CARGO BLDG. - FEDEX
# DESCRIPTION DESCRIPTION#
4.2' W / YEAR
SAME
33° 56' 20.88" N
81° 07' 20.72" W
SAME
SAME
SAME
SAME
ULTIMATE
33° 56' 19.80" N
81° 07' 10.30" W
93° F
7° 01' W
LONG.
LAT.
AIRPORT REFERENCE POINT (NAD 83)
SERVICE LEVEL (NPIAS)
MEAN MAXIMUM TEMPERATURE OF HOTTEST MONTH (JULY)
AIRPORT DATA TABLE
AIRPORT NAVAIDS
MAGNETIC DECLINATION (MARCH 2012)
BOEING 747-400CRITICAL AIRCRAFT
D-VAIRPORT REFERENCE CODE
235.9' AMSLAIRPORT ELEVATION (NAVD 88)
EXISTINGDESCRIPTION
PRIMARY
SAME
ATCT, ASR, VOR,
ILS, GPS, LOM
99.98
99.89
99.48
99.73
98.37
96.61
99.63
98.32
96.45
Wind Coverage %
Component (kts/mph) 5-23 11-29
Combined
RunwayRunwayCrosswind
100.0099.9599.93
Wind Data Source:
National Climatic Data Center
Station 72310 - Columbia, SC
80,328 Observations
Period Of Record: (1999 - 2008)
16 / 18
13 / 15
10.5 / 12
20 / 23
10
20
NNE
30
40 NE
50
60
ENE
70
80
90
E
100
110
ESE
120
130
SE140
150
SSE
160
170
180
S
190
200
SSW
210
220SW
230
240
WSW
250
260
270
W
280
290
WNW
300
310
NW 320
330
NNW
340
350
360
N
28
27
22
21
17
16
11
10
KNOTS
.2
.2
.3
.2
.2
.3
.3
.2
.2
.2
.1
.1
.1
.1
.1
.1
.2
.2
.2
.3
.3
.3
.5
.5
.7
.8
.8
.6
.4
.3
.2
.1
.1
+
+
.1
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
.1
.1
.2
.2
.1
.1
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
ENE
ALL WEATHER WINDROSE
2
0
k
t
s
1
6
k
t
s
1
3
k
t
s
1
0
.
5
k
t
s 1
0
.
5
k
t
s
1
3
k
t
s
1
6
k
t
s
2
0
k
t
s
2
0
k
ts
1
6
k
ts
1
3
k
ts
1
0
.5
k
ts
1
0
.5
k
ts
1
3
k
ts
1
6
k
ts
2
0
k
ts
R
U
N
W
A
Y
2
3
R
U
N
W
A
Y
5
R
U
N
W
A
Y
2
9
R
U
N
W
A
Y
1
1
89.5
99.99
99.93
99.68
99.87
99.20
98.35
99.81
99.21
98.32
Wind Coverage %
Component (kts/mph) 5-23 11-29
Combined
RunwayRunwayCrosswind
100.0099.9799.95
Wind Data Source:
National Climatic Data Center
Station 72310 - Columbia, SC
4,887 Observations
Period Of Record: (1999 - 2008)
16 / 18
13 / 15
10.5 / 12
20 / 23
10
20
NNE
30
40 NE
50
60
ENE
70
80
90
E
100
110
ESE
120
130
SE140
150
SSE
160
170
180
S
190
200
SSW
210
220SW
230
240
WSW
250
260
270
W
280
290
WNW
300
310
NW 320
330
NNW
340
350
360
N
28
27
22
21
17
16
11
10
KNOTS
.1
.1
.2
.1
.1
.4
.2
.3
.1
.4
.1
.1
.1
.1
+
.1
+
.1
.1
.2
.1
.2
.1
.1
.2
.2
.1
.1
+
.1
.1
+
+
95.1
+
+
+
+
+
.1
+
+
+
+
+
+
.1
+
+
+
+
+
+
+
IFR WINDROSE
2
0
k
t
s
1
6
k
t
s
1
3
k
t
s
1
0
.
5
k
t
s
1
0
.
5
k
t
s
1
3
k
t
s
1
6
k
t
s
2
0
k
t
s
2
0
k
ts
1
6
k
ts
1
3
k
ts
1
0
.5
k
ts
1
0
.5
k
ts
1
3
k
ts
1
6
k
ts
2
0
k
ts
R
U
N
W
A
Y
2
3
R
U
N
W
A
Y
5
R
U
N
W
A
Y
2
9
R
U
N
W
A
Y
1
1
SCALE IN FEET
1,8001,2006000600
MAGNETIC DECLINATION
7° 01' WEST (MARCH 2012)
ANNUAL RATE OF CHANGE
0° 4.2' WEST
N
1. HOLDING POSITION MARKINGS FOR RUNWAY 11-29/TAXIWAY INTERSECTIONS ARE 280' FROM RUNWAY CENTERLINE
AND PERPENDICULAR TO TAXIWAY CENTERLINE. HOLDING POSITION MARKINGS FOR RUNWAY 5-23/TAXIWAY
INTERSECTIONS ARE 250' FROM RUNWAY CENTERLINE AND PERPENDICULAR TO TAXIWAY CENTERLINE.
2. COORDINATES SHOWN ARE IN NAD83.
3. ELEVATIONS SHOWN ARE ABOVE MEAN LEVEL (AMSL).
4. SEE AIRPORT PROPERTY MAP ( DRAWING 18) FOR PROPERTY LINE METES AND BOUNDS.
5. 35' PAVED SHOULDERS ARE PLANNED FOR RUNWAY 5-23 AND THE EXTENSION OF RUNWAY 11-29.
6. NO OFZ OBJECT PENETRATIONS.
7. BUILDING RESTRICTION LINES (BRL) ARE BASED ON THE FOLLOWING: BRL LINES PARALLEL TO RUNWAY 11-29 ARE
BASED ON A TRANSITIONAL SURFACE ELEVATION OF 35' OR MOST DEMANDING DESIGN STANDARD. BRL LINES
PARALLEL TO RUNWAY 5-23 ARE BASED ON A TRANSITIONAL SURFACE ELEVATION OF 35'
8. PRIOR TO DEVELOPMENT IN THIS AREA, COORDINATION WITH THE APPROPRIATE FAA DIVISIONS REGARDING TERPS
AND ATCT LINE OF SIGHT WILL BE REQUIRED.
9. BASE MAPPING WAS DEVELOPED BY ADC SURVEYS FROM AERIALS FLOWN 5/5/1999 AND LATER UPDATED USING AS
BUILT FILES, 2009 AERIAL PHOTOGRAPHY, AND FILES SUPPLIED BY AIRPORT.
10. ALL EXISTING NAVAID LOCATIONS WERE VERIFIED BY COMPARING TO THE NATIONAL GEODETIC SURVEY, DATED
1/17/2007.
11. A NEW END FIRE GLIDE SLOPE ANTENNA WILL BE INSTALLED AND THE EXISTING RVR TO BE RELOCATED AT THE TIME
THAT RUNWAY 11 IS EXTENDED.
12. A SHADOW STUDY WAS PERFORMED DURING THE PREVIOUS ALP UPDATE FOR THE PROPOSED ATCT RELOCATION
SITE. SINCE NO CHANGES WERE MADE TO RUNWAY/TAXIWAY ORIENTATION/GRADING, ALL FUTURE MOVEMENT AREAS
WILL HAVE A CLEAR LINE OF SIGHT.
13.THE SHORT-TERM ROAD REALIGNMENT WILL CORRECT THE EXISTING RSA DEFICIENCIES BEYOND RUNWAY 5. AFTER
CONSTRUCTION, THE EXISTING RUNWAY 23 ASDA/LDA WILL INCREASE TO 8,001'/7,001'.
14. THE SIMULTANEOUS USE OF TAXIWAY D AND THE HOLDING BAY NORTH OF RUNWAY 29 IS RESTRICTED TO GROUP III
OR LESS AIRCRAFT (WINGSPAN OF 118 FEET OR LESS). SIMULTANEOUS USE OF THESE AREAS ARE NOT ALLOWED
WHEN A GROUP IV OR HIGHER AIRCRAFT IS INVOLVED.
NOTE:
EXISTING BUILDING TOP ELEVATIONS WERE TAKEN FROM THE PREVIOUS AIRPORT LAYOUT PLAN AS WELL AS INFORMATION PROVIDED
BY THE ENGINEERING DEPARTMENT OF COLUMBIA METROPOLITAN AIRPORT DATED 05/13/2010.
230.0' AMSL
215.0'-225.0' AMSL
220.0' AMSL
220.0' AMSL
225.0' AMSL
TOP ELEV.
HANGAR - 13,800 SF (2)
HANGAR - 30,000 SF (2)
HANGAR - 43,200 SF
HANGAR - 12,020 SF (5)
ULTIMATE BUILDING TABLE
B
A
E
D
C
HANGAR - 16,300 SF (2)
# DESCRIPTION
215.0' AMSLHANGAR - 7,600 SF (15)F
215.0' AMSLHANGAR - 11,500 SF (3)G
225.0' AMSLHANGAR - 81,100 SFH
314.2' AMSLATCT - 16,400 SF (TOP OF ANTENNA)I
THIS AIRPORT LAYOUT PLAN IS HEREBY APPROVED
DATE:(SIGNATURE)
TITLE:
NAME:
AIRPORT SPONSOR APPROVAL
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
GPS, LOC, ILS
N/A
N/A
N/A
N/A
78.914
1,750'
1,000'
2,500'
PIR
227.3' AMSL
210.0' AMSL
81° 06' 37.16" W
33° 56' 17.39" N
1/2-MILE
34:1
50:1
PIR
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
230.0' AMSL
SAME
81° 08' 43.46" W
33° 56' 44.94" N
SAME
SAME
SAME
SAME
GPS, LOC, ILS
N/A
N/A
N/A
N/A
78.914
1,750'
1,000'
2,500'
PIR
235.9' AMSL
228.7' AMSL
81° 08' 15.91" W
33° 56' 38.93" N
CAT-III
34:1
50:1
PIR
SAME
SAME
SAME
SAME
SAME
48.978
1,510'
1,000'
1,700'
SAME
SAME
SAME
SAME
SAME
3/4-MILE
SAME
SAME
NPI (D)
GPS
33° 56' 31.95" N
81° 06' 27.88" W
209.1' AMSL
1,000'
29.465
1,010'
500'
1,700'
PIR
212.8' AMSL
206.8' AMSL
81° 06' 19.54" W
33° 56' 38.98" N
1-MILE
20:1
34:1
NPI (C)
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
SAME
81° 07' 32.96" W
33° 55' 37.05" N
SAME
SAME
SAME
SAME
SAME
SAME
SAME
11,000'
SAME
SAME
SAME
SAME
SAME
SAME
SAME
D-V
104.66° / 284.67°
BOEING 747-400
8,601'
150' / 35' PS
-0.2% / 0.2%
409,000
CONC-GRVD
72,000
225,000
1,000'
SAME
SAME
SAME
8,800'
150' / 35' PS
-0.2% / 0.2%
SAME
SAME
SAME
SAME
SAME
RUNWAY 29
EXISTING ULTIMATE
RUNWAY 11
EXISTING ULTIMATE
RUNWAY 23
EXISTING ULTIMATE
GPS, LOC, ILSTYPE OF APPROACH TO RUNWAY END
N/A
N/ALONGITUDE (NAD 83)
LATITUDE (NAD 83)
DISPLACED THRESHOLD COORDINATES:
N/ADISPLACED THRESHOLD ELEVATION
N/A
78.914
1,750'
1,000'
2,500'
PIR
227.5' AMSL
227.5' AMSL
81° 07' 26.28" W
33° 55' 42.68" N
1/2-MILE
34:1
50:1
PIR
OBSTACLE CLEARANCE SURFACE SLOPE
APPROACH MINIMUMS
RUNWAY 11-29
ULTIMATE
RUNWAY 5-23
ULTIMATE
D-V
44.65° / 224.66°
BOEING 747-400
8,001'
150' / 25' PS
-0.3% / 0.3%
EXISTING
AIRPORT REFERENCE CODE
RUNWAY WIDTH
RUNWAY LENGTH
PAVEMENT STRENGTH:
EFFECTIVE GRADIENT (%)
CRITICAL AIRCRAFT
RUNWAY LIGHTING
TRUE BEARING
RSA DIMENSIONS (RUNWAY END)
OFZ DIMENSIONS (RUNWAY END)
ROFA DIMENSIONS (RUNWAY END)
355,000
ASPH-CONC-GRVD
100,000
200,000
RUNWAY 5
EXISTING
DUAL WHEEL GEAR (LBS)
SINGLE WHEEL GEAR (LBS)
APPROACH CATEGORY
SURFACE COMPOSITION
APPROACH SURFACE SLOPE
RUNWAY END COORDINATES:
NAVAIDS
RUNWAY MARKINGS
INNER WIDTH
LENGTH
ACRES
OUTER WIDTH
LONGITUDE (NAD 83)
RUNWAY PROTECTION ZONE:
LATITUDE (NAD 83)
TOUCHDOWN ZONE EL. (NAVD 88)
RUNWAY END ELEVATION (NAVD 88)
DUAL TANDEM WHEEL GEAR (LBS)
PRIMARY SURFACE WIDTH (FAR PART 77)
DISPLACED THRESHOLD DISTANCE
ULTIMATE
1,000'
EXISTING
RUNWAY DATA TABLE
EXISTING DECLARED DISTANCES TABLE
DISTANCES RUNWAY 5 RUNWAY 23 RUNWAY 11 RUNWAY 29
TORA 8,001' 8,001' 8,601' 8,601'
TODA 8,001' 8,001' 8,601' 8,601'
ASDA 7,001' 7,921 8,601' 8,506'
LDA 7,001' 6,921 8,601'
LENGTH 8,001' 8,601'
8,506'
ULTIMATE DECLARED DISTANCES TABLE
DISTANCES RUNWAY 5 RUNWAY 23 RUNWAY 11 RUNWAY 29
TORA 8,800' 8,800' 11,000' 11,000'
TODA 8,800' 8,800' 11,000' 11,000'
ASDA 7,800' 8,800' 11,000' 11,000'
LDA 7,800' 7,800' 11,000'
LENGTH 8,800' 11,000'
11,000'
SAMEHIRL, CLSAMEHIRL, CL, TDZHIRL, CLHIRLHIRL, CL, TDZHIRL
SAME700,000SAME675,000DOUBLE DUAL TANDEM WHEEL GEAR (LBS)
SAME500' x 1,000'500' x 1,000'500' x 905' *SAME500' x 1,000'500' x 1,000'500' x 920' *
SAME800' x 1,000'800' x 1,000'800' x 905' *SAME800' x 1,000'800' x 1,000'800' x 920' *
SAME400' x 200'SAME400' x 200'SAME400' x 200'SAME400' x 200'
* RSA DEFICIENCIES RESOLVED THROUGH APPLICATION OF DECLARED DISTANCES
SAMEMITLTAXIWAY LIGHTING
SAMECAEAIRPORT IDENTIFIER
GS, LOC, MALSR,
PAPI-4, RVR, GPS
VASI-4, RVR, REIL
GPS
SAME
PAPI-4, RVR, GPS,
ODALS
GS, LOC, ALSF-2,
PAPI-4, RVR, GPS
GS, LOC, MALSR,
PAPI-4, RVR, GPS
SAMESAME
APPROVED MODIFICATION TO STANDARDS TABLE
CONSTRUCTION NOTICE REQUIREMENT
To protect operational safety and ultimate
development, all proposed construction on the
airport must be coordinated by the airport
owner with the FAA Airports District Office prior
to construction. FAA's review takes
approximately 60 days.
NOTE:
ULTIMATE BUILDING TOP ELEVATIONS WERE
ESTIMATED BASED ON EXISTING GROUND
ELEVATION IN VICINITY PLUS ANTICIPATED
CONSTRUCTION HEIGHT.
286.4' AMSLARFF - 16,400 SFJ
DESCRIPTION
LEGEND
ULTIMATEEXISTING
PROPERTY LINE
BUILDINGS
PAVEMENT
RUNWAY MARKINGS
RSA
ROFA
NAVAIDS / LIGHTING
FENCE
BRL
WATER N/A
N/APAVEMENT REMOVAL
EASEMENT
RVZ
OFZ
NOTES
255.0' AMSLK
CRITICAL AREAS
N/A
RELOCATED NATIONAL
WEATHER SERVICE
FAA DISCLAMER
The contents do not necessarily reflect the official views or policies
of the FAA. The acceptance of this plan by the FAA does not in
any way constitute a commitment on the part of the United States
to participate in any development depicted herein nor does it
indicate that the proposed development is environmentally
acceptable in accordance with appropriate public laws.
SAMENO CURRENT DATA (STUDY ONGOING)SAMENO CURRENT DATA (STUDY ONGOING)PAVEMENT CLASSIFICATION NUMBER
RUNWAY 5 OBJECT FREE
AREA CLEARING STANDARDS
RUNWAY 23 OBJECT FREE
AREA CLEARING STANDARDS
RUNWAY 11 OBJECT FREE
AREA CLEARING STANDARDS
RUNWAY 11-29 LINE OF SIGHT
STANDARDS
RUNWAY 11-29
A SMALL PORTION OF PLATT SPRINGS ROAD IS LOCATED IN
THE NORTHWEST CORNER OF THE ROFA.
SMALL PORTIONS OF THE INNER PERIMETER ROAD AND
JOHN HARDEE EXPRESSWAY ARE LOCATED IN THE
NORTHWEST CORNER OF THE ROFA.
WEST DUNBAR ROAD IS LOCATED IN THE SOUTHEAST
CORNER OF THE ROFA.
THE ROFA SHOULD BE CLEAR OF ALL ABOVEGROUND
OBJECTS WHICH PROTRUDE THE RUNWAY SAFETY AREA
EDGE ELEVATION.
THE ROFA SHOULD BE CLEAR OF ALL ABOVEGROUND
OBJECTS WHICH PROTRUDE THE RUNWAY SAFETY AREA
EDGE ELEVATION.
THE ROFA SHOULD BE CLEAR OF ALL ABOVEGROUND
OBJECTS WHICH PROTRUDE THE RUNWAY SAFETY AREA
EDGE ELEVATION.
THE RUNWAY PROFILE MUST PROVIDE AN UNOBSTRUCTED
LINE OF SIGHT BETWEEN ANY POINT FIVE FEET ABOVE THE
RUNWAY CENTERLINE TO ANY OTHER POINT FIVE FEET
ABOVE THE RUNWAY CENTERLINE FOR A DISTANCE OF ONE
HALF THE RUNWAY’S LENGTH.
DESCRIPTION NON-STANDARD ITEM DESIGN STANDARD
FAA STUDY # AND
APPROVAL DATE
261.3' AMSLAIR CARGO - 30,750 SFL
ASN:
2012-ASO-1022-NRA
09-17-2012
ASN:
2012-ASO-1022-NRA
09-17-2012
ASN:
2012-ASO-1022-NRA
09-17-2012
ASN:
2012-ASO-1022-NRA
09-17-2012
RUNWAY 29 HOLDING BAY *
EXISTING PAVEMENT DISALLOWS THE PASSING OF TWO
GROUP IV OR LARGER AIRCRAFT.
TAXIWAY CENTERLINE TO PARALLEL TAXIWAY CENTERLINE
SEPARATION FOR GROUP V AIRCRAFT = 267'.
ASN:
2012-ASO-1332-NRA
09-18-2012
* HOLD AIRCRAFT WILL HOLD WEST OF RUNWAY 5/23 ON TAXIWAY A OR NORTH OF THE ILS CRITICAL AREA BOUNDARY MARKINGS ON TAXIWAY D WHEN,
WEATHER CONDITIONS ARE REPORTED AS CEILING BELOW 800 FEET OR VISIBILITY IS LESS THAN 2SM AND,
VERTICAL GUIDED APPROACHES ARE BEING CONDUCTED TO RUNWAY 29 AND,
AIRCRAFT ARE WITHIN 2 MILES OF THE LANDING THRESHOLD.
