B2 D4 T/W A5 T/W F3 T/W F2 T/W F1 B3 T/W A3 T/W A4 T/W A2 2,399' RUNWAY EXTENSION 758( %($5,1* ULT. 8,800' X 150' ULT. PAPI-4 EXIST. 8,001' X 150' EXIST. 8,601' X 150' RELOCATED NATIONAL WEATHER SERVICE RELOCATE S.C. AERONAUTICS COMMISSION TO THIS AREA 758( %($5,1* ULT. 11,000' X 150' RESERVED FOR AVIATION RELATED INDUSTRIAL ULT. RVR ULT. WIND IND. ULT. WIND IND. ULT. ARP JOHN HARDEE CONNECTOR 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 ULT. ALSF-2 MIDDLE MARKER RESERVED FOR AVIATION RELATED INDUSTRIAL RENTAL CAR SERVICE AREA ULT. PAPI-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 46 600' R CLEAR AREA S.C. HWY 302 EDMUND HWY AIRPORT BLVD TO COLUMBIA BOSTON AVE ERMINE RD NORFOLK SOUTHERN RAILROAD OLD BARNWELL RD COLITE DRIVE LAKE DOGWOOD RD WEST DUNBAR RD PINE ST EMMANUEL CHURCH RD S.C. HWY 602 PLATT SPRINGS RD HOTEL / CONFERENCE CENTER WEST SITE HOTEL / CONFERENCE CENTER SOUTH SITE HOTEL / CONFERENCE CENTER EAST SITE LLWAS LLWAS LLWAS LLWAS LLWAS LLWAS LLWAS EXIST. VASI PITTS LAKE GS ANT. DEPARTURE RPZ (1,700' x 500' x 1,010') COLLUMWOOD ESTATES SUBDIVISION PINE GROVE SPORTS COMPLEX LLWAS EXIST. ALSF-2 SOUTHLAND MEMORIAL GARDENS EXIST. MALSR WIND INDICATOR MIDDLE MARKER MALSR LLWAS EAST CARGO APRON WIND IND. (LIGHTED) CEDARWOOD SUBDIVISION GLIDE SLOPE ANTENNA 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 ASOS PAPI-4 EXIST. WIND IND. (LIGHTED) EXIST. LOCALIZER INNER MARKER RVR CAE-PARK SOLECTRON COLITE PIRELLI PBR HEITKAMP & THUMANN CEE-US CONSOLIDATED SERVICES UPS-COD PAPI-4 TERMINAL LOCALIZER NCR TAMPER RVR EXIST. PAPI-4 EXIST. POFZ (200' x 800') POFZ (200' x 800') EXIST. POFZ (200' x 800') ULT. POFZ (200' x 800') 745' 745' 400' 400' 400' 490' 905' 1,000' 1,000' 500' 700' 745' 869' 400' SHORT-TERM ROAD REALIGNMENT (SEE NOTE 13) A A B B C D D E E H F F F G G I 300' 1,000' 1,000' 75' 75' 75' 75' 75' 75' 75' 35' 75' 800' 500' 400' 500' 800' 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 920' L ULT. MALSR 799' RUNWAY EXTENSION ULT. WIND INDICATOR D3 PLATT SPRINGS ROAD TO BE TUNNELED WHEN RUNWAY IS EXTENDED T/W A1 B1 D1 D2 Designer: Project Number: Checked by: Technician: Drawing Name: FAA AIP Project Number: Date: Scale: Division : Drawing Number: Description REVISIONS No. Date By AIRPORT MASTER PLAN UPDATE PJJ, TGM TGM PJJ, RWO 121368 3-45-0018-036-2009 SEPTEMBER 2012 PLANNING 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 - CARPORT 53 BELL AVIATION - HANGAR 52 COLUMBIA AVIATION - HANGAR 51 COLUMBIA AVIATION - HANGAR 50 SCANA HANGAR 49 EAGLE AVIATION - CORPORATE HANGAR 48 EAGLE AVIATION - 8-UNIT T-HANGAR 47 PARKING GARAGE 46 THRIFTY RENTAL CAR MAINTENANCE FACILITY 6e HERTZ RENTAL CAR MAINTENANCE FACILITY 6d ALAMO-NATIONAL RENTAL CAR MAINT. FACILITY 6c AVIS RENTAL CAR MAINTENANCE FACILITY 6b SOUTH ELECTRICAL VAULT 45 EAGLE AVIATION - 10-UNIT T-HANGAR 23 GENERATOR BUILDINGS 44 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 1 : SAME SAME SAME SAME ULTIMATE 1 : ) : 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 747-400 CRITICAL AIRCRAFT D-V AIRPORT REFERENCE CODE 235.9' AMSL AIRPORT ELEVATION (NAVD 88) EXISTING DESCRIPTION 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 Runway Runway Crosswind 100.00 99.95 99.93 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 SE 140 150 SSE 160 170 180 S 190 200 SSW 210 220 SW 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 20 kts 16 kts 13 kts 10.5 kts 10.5 kts 13 kts 16 kts 20 kts 20 kts 16 kts 13 kts 10.5 kts 10.5 kts 13 kts 16 kts 20 kts RUNWAY 23 RUNWAY 5 RUNWAY 29 RUNWAY 11 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 Runway Runway Crosswind 100.00 99.97 99.95 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 SE 140 150 SSE 160 170 180 S 190 200 SSW 210 220 SW 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 20 kts 16 kts 13 kts 10.5 kts 10.5 kts 13 kts 16 kts 20 kts 20 kts 16 kts 13 kts 10.5 kts 10.5 kts 13 kts 16 kts 20 kts RUNWAY 23 RUNWAY 5 RUNWAY 29 RUNWAY 11 SCALE IN FEET 1,800 1,200 600 0 600 MAGNETIC DECLINATION :(67 0$5&+ ANNUAL RATE OF CHANGE :(67 N 1. HOLDING POSITION MARKINGS FOR RUNWAY 11-29/TAXIWAY INTERSECTIONS ARE 280' FROM RUNWAY CENTERLINE AND PERPENDICULAR TO TAXIWAY CENTERLINE. HOLDING POSITION MARKINGS FOR RUNWAY 5-23/TAXIWAY INTERSECTIONS ARE 250' FROM RUNWAY CENTERLINE AND PERPENDICULAR TO TAXIWAY CENTERLINE. 2. COORDINATES SHOWN ARE IN NAD83. 3. ELEVATIONS SHOWN ARE ABOVE MEAN LEVEL (AMSL). 4. SEE AIRPORT PROPERTY MAP ( DRAWING 18) FOR PROPERTY LINE METES AND BOUNDS. 5. 35' PAVED SHOULDERS ARE PLANNED FOR RUNWAY 5-23 AND THE EXTENSION OF RUNWAY 11-29. 6. NO OFZ OBJECT PENETRATIONS. 7. BUILDING RESTRICTION LINES (BRL) ARE BASED ON THE FOLLOWING: BRL LINES PARALLEL TO RUNWAY 11-29 ARE BASED ON A TRANSITIONAL SURFACE ELEVATION OF 35' OR MOST DEMANDING DESIGN STANDARD. BRL LINES PARALLEL TO RUNWAY 5-23 ARE BASED ON A TRANSITIONAL SURFACE ELEVATION OF 35' 8. PRIOR TO DEVELOPMENT IN THIS AREA, COORDINATION WITH THE APPROPRIATE FAA DIVISIONS REGARDING TERPS AND ATCT LINE OF SIGHT WILL BE REQUIRED. 9. BASE MAPPING WAS DEVELOPED BY ADC SURVEYS FROM AERIALS FLOWN 5/5/1999 AND LATER UPDATED USING AS BUILT FILES, 2009 AERIAL PHOTOGRAPHY, AND FILES SUPPLIED BY AIRPORT. 10. ALL EXISTING NAVAID LOCATIONS WERE VERIFIED BY COMPARING TO THE NATIONAL GEODETIC SURVEY, DATED 1/17/2007. 11. A NEW END FIRE GLIDE SLOPE ANTENNA WILL BE INSTALLED AND THE EXISTING RVR TO BE RELOCATED AT THE TIME THAT RUNWAY 11 IS EXTENDED. 12. A SHADOW STUDY WAS PERFORMED DURING THE PREVIOUS ALP UPDATE FOR THE PROPOSED ATCT RELOCATION SITE. SINCE NO CHANGES WERE MADE TO RUNWAY/TAXIWAY ORIENTATION/GRADING, ALL FUTURE MOVEMENT AREAS WILL HAVE A CLEAR LINE OF SIGHT. 13. 7+( 6+2577(50 52$' 5($/,*10(17 :,// &255(&7 7+( (;,67,1* 56$ '(),&,(1&,(6 %(<21' 581:$< $)7(5 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' AMSL HANGAR - 7,600 SF (15) F 215.0' AMSL HANGAR - 11,500 SF (3) G 225.0' AMSL HANGAR - 81,100 SF H 314.2' AMSL ATCT - 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 : 1 1/2-MILE 34:1 50:1 PIR SAME SAME SAME SAME SAME SAME SAME SAME SAME SAME 230.0' AMSL SAME : 1 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 : 1 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 1 : 209.1' AMSL 1,000' 29.465 1,010' 500' 1,700' PIR 212.8' AMSL 206.8' AMSL : 1 1-MILE 20:1 34:1 NPI (C) SAME SAME SAME SAME SAME SAME SAME SAME SAME SAME SAME SAME : 1 SAME SAME SAME SAME SAME SAME SAME 11,000' SAME SAME SAME SAME SAME SAME SAME D-V 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, ILS TYPE OF APPROACH TO RUNWAY END N/A N/A LONGITUDE (NAD 83) LATITUDE (NAD 83) DISPLACED THRESHOLD COORDINATES: N/A DISPLACED THRESHOLD ELEVATION N/A 78.914 1,750' 1,000' 2,500' PIR 227.5' AMSL 227.5' AMSL : 1 1/2-MILE 34:1 50:1 PIR OBSTACLE CLEARANCE SURFACE SLOPE APPROACH MINIMUMS RUNWAY 11-29 ULTIMATE RUNWAY 5-23 ULTIMATE D-V 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' SAME HIRL, CL SAME HIRL, CL, TDZ HIRL, CL HIRL HIRL, CL, TDZ HIRL SAME 700,000 SAME 675,000 DOUBLE DUAL TANDEM WHEEL GEAR (LBS) SAME 500' x 1,000' 500' x 1,000' 500' x 905' * SAME 500' x 1,000' 500' x 1,000' 500' x 920' * SAME 800' x 1,000' 800' x 1,000' 800' x 905' * SAME 800' x 1,000' 800' x 1,000' 800' x 920' * SAME 400' x 200' SAME 400' x 200' SAME 400' x 200' SAME 400' x 200' * RSA DEFICIENCIES RESOLVED THROUGH APPLICATION OF DECLARED DISTANCES SAME MITL TAXIWAY LIGHTING SAME CAE AIRPORT 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 SAME SAME 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' AMSL ARFF - 16,400 SF J DESCRIPTION LEGEND ULTIMATE EXISTING PROPERTY LINE BUILDINGS PAVEMENT RUNWAY MARKINGS RSA ROFA NAVAIDS / LIGHTING FENCE BRL WATER N/A N/A PAVEMENT REMOVAL EASEMENT RVZ OFZ NOTES 255.0' AMSL K 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. SAME NO CURRENT DATA (STUDY ONGOING) SAME NO 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 +$/) 7+( 581:$<¶6 /(1*7+ DESCRIPTION NON-STANDARD ITEM DESIGN STANDARD FAA STUDY # AND APPROVAL DATE 261.3' AMSL AIR CARGO - 30,750 SF L 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, x WEATHER CONDITIONS ARE REPORTED AS CEILING BELOW 800 FEET OR VISIBILITY IS LESS THAN 2SM AND, x VERTICAL GUIDED APPROACHES ARE BEING CONDUCTED TO RUNWAY 29 AND, x AIRCRAFT ARE WITHIN 2 MILES OF THE LANDING THRESHOLD.
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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.
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