Part C - Bud

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AM Volume I - PART C – CHARACTERISTIC FEATURES OF THE AREA OF THE AERODROME
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Version: 7. Page: 1/29 AM_I_C_1
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Part C
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4. The area of the aerodrome
The implementation of Ferihegy airport, the predecessor of Budapest Liszt Ferenc International Airport, was commenced in 1938 with the aim of establishing a new airport for the capital. The area between three settlements (Pestszentlrinc, Rákoshegy, and Vecsés) was designated for the development, and the airport was handed over on 7 May 1950.
As a result of developments completed since then, a complex of facilities that can serve international civil aviation at a high level of quality has been evolving on 1505 hectares, featuring two runways, passenger terminals, and ground service as well as maintenance facilities.
In commemoration of the 200th anniversary of the birth of Ferenc Liszt, the airport was renamed Liszt Ferenc International Airport in 2011.
Address of the airport:
4.1 Distance of the aerodrome from residential areas
Terminal 1 located at a distance of 16 kilometers from the city center serves general aviation and cargo traffic. Further to the east, at 22 kilometers, Terminal 2 is accommodating passenger flights.
Aerodrome Manual (AM), Volume I
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4.2. Aerodrome charts
The geographical information system (GIS) of Budapest Airport Zrt includes detailed maps of the entire area of the aerodrome and its infrastructure.
The mandatory elements defined in AMC3 ADR.OR.E.005 (a) are indicated on the charts/maps as follows. Elements are displayed on several sheets; only the predominant ones are included in the table below.
Mandatory element Map
Boundaries of the aerodrome AM_I_A_0_1_M annex
Major facilities AM_I_A_0_1_M annex
Aerodrome reference point C_4.2.1.
Emergency grid map C_4.2.2
Layout of runways C_4.2.3.
Layout of taxiways C_4.2.3.
Layout of the maintenance apron C_4.2.6.
Layout of the cargo apron C_4.2.7.
Non-visual aids 13R/31L C_4.2.8.
Non-visual aids 13L/31R C_4.2.9.
Wind direction indicators C_4.2.10.
Charts published in the AIP and the charts included in the Aerodrome Manual are prepared using the same database.
An additional Emergency grid map deemed important by BUD but not prescribed as a requirement was also included in section 4.2.2.
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4.2.1 Map showing the location of the aerodrome
This map presents the area surrounding the aerodrome in a 10-km radius. The WGS 84 coordinates of the ARP of the aerodrome and its elevation above sea level are indicated. Safety areas and the boundaries of the aerodrome are indicated in annex AM_I_A_0_1.
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4.2.2 Emergency grid map
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4.2.3 Site layout of the aerodrome (aerodrome chart) published in the AIP
AIRAC AMDT 001/2021. Effective date: 28 January 2021.
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4.2.4. Layout of Apron 1
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4.2.5. Layout of Apron 2
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4.2.6. Layout of the maintenance apron
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4.2.7. Layout of the cargo apron
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4.2.8. Non-visual aids (13R/31L)
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4.2.9. Non-visual aids (13L/31R)
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4.2.10. Wind direction indicators
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4.3 Aerodrome facilities and equipment outside the boundaries of the aerodrome
Long-wave radio transmitter located on the boundary of the settlements Gyál and Vecsés.
Location: N47° 23'3.96; E019°14'46.69
Note: The transmitter is out of operation, thus it is not providing aeronautical information. The facility is managed by the property management unit of Budapest Airport Zrt.
Radio transmitter
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4.4 Physical characteristics of the aerodrome
4.4.1. Reference codes of the aerodrome:
Name of the airport: Budapest Liszt Ferenc International Airport
ICAO code: LHBP
IATA code: BUD
4.4.2. Operator of the aerodrome:
Budapest Airport Zrt. H-1185 Budapest, BUD International Airport
• Tel: (+361) 296-7421
• Fax: (+361) 296-6890
24.5 °C (Measured in the period 2013-2017)
Note: Due to the location of the aerodrome, the Baltic sea level is taken into consideration when elevation above sea level is defined.
4.4.4. Aerodrome reference point (ARP)
The aerodrome reference point is located in the geometrical intersection of the centerlines of taxiways ’K’, ’N’, ’A5’, and ’A6’.
Coordinates: N 47 26′ 22″ ; E 019 15′ 43″
Aerodrome elevation: 151.3 m (496 ft) and
its geoid undulation at the aerodrome reference point: 44 m
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4.4.5. Rescue and firefighting level of protection:
The rescue and firefighting category was defined taking the dimensions and capacity of aircraft operating to and from the airport into consideration.
RFFS category: 9
The following fire suppression capacities are available:
- 97 000 liters of water (6 x 12 000 liters + 25 000 liters of water transport)
- 36 000 liters / minute discharging capacity
- 1 500 liters/vehicle, foam generating material (types: ICAO A-B-C)
4.4.6. Pre-flight altimeter checkpoint location:
Currently no pre-flight altimeter checkpoint location is implemented or defined for the aerodrome.
4.4.7. VOR aerodrome checkpoint (VOR beacons):
Two VOR/DME checkpoints are provided at the airport, with the required pavement markings and information signs.
VOR Checkpoint-1: On the centerline of taxiway B5 BUD VOR 117.3 MHz; 143° (0.7NM)
VOR Checkpoint-2: On the centerline of taxiway A9 BUD VOR 117.3 MHz; 133° (2.4NM)
4.4.8. Aerodrome light beacon:
4.4.9. Penetrations of the aerodrome obstacle limitation surfaces:
BUD maintains the required obstacle-free conditions in its area of competence. BUD complies with all ICAO and/or EASA CS regulating obstacle limitation surfaces. Evidence of the obstacle limitation surfaces is provided in CS ADR-DSN.H. BUD’s primary tasks include the continuous monitoring, removal, prevention, and marking, if necessary, of obstacles, while fulfilling its obligation to provide information thereof.
BUD’s control and monitoring system includes the following:
Taxiways, taxi lanes, and stands Runway strip
Clearway Runway end safety area
Take-off climb surfaces Approach surfaces
Transitional surfaces Inner horizontal surfaces
Conical surface Outer horizontal surface
For detailed procedures of maintaining obstacle-free conditions observed by BUD see AM E 18.
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Chart of declared obstacles:
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Chart of declared obstacles:
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4.4.10. Physical characteristics of runways:
4.4.11. Declared distances of runways: As a result of the physical layout of the runways, declared distances are as follows:
Designation True bearing Length and width Loadbearing Threshold coordinates
Runway end coordinates
(m) (PCN) Undulatio n (m)
(m) (m)
Concrete
472655.34N
0191314.73E
472549.71N
31L 312.5° GEO 3009 x 45 75/R/A/X/T
Concrete
472549.71N
0191500.89E
472655.34N
13L 132.5° GEO 3707 x 45 90/R/A/X/T
Concrete
472643.52N
0191527.18E
472522.62N
31R 312.5° GEO 3707 x 45 90/R/A/X/T
Concrete
472522.62N
0191737.88E
472643.52N
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Designation/ RWY
Accelerate stop distance available /ASDA (m)
Landing distance available /LDA (m)
Runway end safety area / RESA (m)
STOPWAY (m) CLEARWAY(m)
13R 3009 3009 3009 3009 90x240 NIL NIL
31L 3009 3009 3009 3009 90x240 NIL NIL
13L 3707 3707 3707 3707 90x240 NIL NIL
31R 3707 3707 3707 3707 90x240 NIL NIL
Radio altimeter operating areas were designated before the thresholds of runways 13L, 13R, 31L, and 31R, directly connected to them, of a length of 300 meters, and of 30-meter width symmetrically measured from the extended runway centerlines (60 meters in total).
Since these areas are fully located within the RESA, their layout and maintenance support the requirements of operation of radio altimeters.
If a change of conditions of operation affects air traffic in the movement area (e.g. construction areas, weather conditions, or other operational action), flight crews are notified thereof via an ATIS or a NOTAM as
per the procedures referred to in AM E 7.
4.4.12. Information on the taxiway system:
Runways and aircraft parking areas are connected by a network of taxiways including rapid exit taxiways (RETs), apron taxiways, and aircraft stand taxi lanes.
Due to the layout of aprons, apron taxi lanes are provided thereon.
In the table below, the currently valid declared taxiway data are presented. These data are revised and clarified in the course of the CS ADR-DSN.D.240 DAAD measure.
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Taxiway
ID
available
Restricted to code C, Apron 1
EXIT Point
B1 23/3.5 43.5 90/F/A/X/T A N Y Y NIL
B2 22/3.5 43.5
B3 22/3.5 43.5 A Y Y N NIL
B4 23/3.5 43.5 A Y Y N NIL
B5 23/3.5 43.5 A Y Y Y NIL
C 22/3.5 43.5 90/F/A/X/T
D 23/3.5 43.5 A N Y Y NIL
T 29/3.5 43.5
M 37/3.5 43.5 A N N N NIL
N 35/3.5 43.5 A Y N N NIL
K 25/3.5 43.5 A N Y Y NIL
Z 22/3.5 43.5 A Y Y N
Stop lights and RGL are provided,
but to prevent erroneous entries, a NO ENTRY sign and pavement
marking are also provided
Stop lights and RGL are provided,
but to prevent erroneous entries, a NO ENTRY sign and pavement
marking are also
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Taxiway
ID
available
At the B2 crossing Stop lights and
RGL are provided, but to prevent
erroneous entries, a NO ENTRY sign and pavement
marking are also provided
Q 23/3.5 33.5
G 23/3.5 33.5 60/R/A/X/T P N N N NIL
S 23/3.5 22,5 90/R/A/X/T N N N N NIL
In the table below, the currently valid declared apron data are presented.
ID PCN
Edge lights
A: active,
P: passive
Centerline lights
Stop bar
Note
Terminal 1 apron 60/R/A/X/T A/P N N Primarily for handling Couriers and
GA traffic
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ID PCN
Edge lights
A: active,
P: passive
Centerline lights
Stop bar
Note
Terminal 2 apron 90/R/A/X/T A N N Primarily for handling passenger flights and governmental flights
AA apron 75/R/A/X/T P N Y Primarily for handling maintenance
tasks performed by AEROPLEX
Exclusively for handling maintenance tasks performed by
Lufthansa Technik
AG 60/R/A/X/T P N Y Primarily for handling GA traffic
Engine testing site (ground runup area)
75/R/A/X/T P N N Equipped with a noise mitigation
wall, for maximum CODE C aircraft
Aircraft compass checkpoint
Cargo apron 80/R/A/W/T A Y Y Primarily for cargo traffic.
Detailed information on aircraft stands and aircraft storage are included in annex AM_I_E_14_1_M (’Areas used for aircraft storage and their characteristics’).
4.4.13. Visual aids, runway lights, and other lights
Visual aids, runway lights, and other lights are provided in compliance with the relevant provisions in CS ADR- DSN.M. See the ADR-DSN certification specifications.
Each runway direction has the following layout.
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4.5. Deviations from requirements (ELoS, DAAD); restrictions
The table below includes the aerodrome infrastructure deviations handled by ELoS and DAAD tools.
Requirement ID Description
2018 LHBP-DSN.B.080
2018 LHBP-DSN.B.090
2024 LHBP-DSN.B.165
CS ADR-DSN.B.185 Transverse slopes on runway strips DAAD 15 December
2018 LHBP-DSN.B.185
2024 LHBP-DSN.B.190
2024 LHBP-DSN.D.240
CS ADR-DSN.D.250 Taxiway curves DAAD 31 December
2024 LHBP-DSN.D.250
CS ADR-DSN.D.255 Junction and intersection of taxiways DAAD 31 December
2024 LHBP-DSN.D.255
2018 LHBP-DSN.D.280
2024 LHBP-DSN.D.320
2018 LHBP-DSN.D.330
CS ADR-DSN.L.570 Enhanced taxiway centerline marking DAAD 15 December
2018. LHBP-DSN.L.570
2018 LHBP-DSN.L.575
2018 LHBP-DSN.L.605
2018 LHBP-DSN.L.610
2019 LHBP-DSN.M.720
2024 LHBP-DSN.M.730
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Requirement ID Description
CS ADR-DSN.N.775 General DAAD 15 December
2018 LHBP-DSN.N.775
2018 LHBP-DSN.N.780
2018 LHBP-DSN.N.785
2018 LHBP-DSN.N.795
2018 LHBP-DSN.R.860
CS ADR-DSN.T.915 Siting of equipment and installations on operational areas DAAD
31 December
2024 LHBP-DSN.T.915
Risk mitigation measures taken in the case of DAADs
Requirement ID Risk mitigation measures until final termination of the DAAD
CS ADR-DSN.B.080
Regular runway inspection (on both runways), checking of braking action by surface friction
testing, if necessary. Publication of the results of friction testing based on the relevant
procedures.
CS ADR-DSN.B.090
Regular runways inspection (on both runways), checking of braking action by surface friction
testing, if necessary. Publication of the results of friction testing based on the relevant
procedures.
Regular runway inspection and safety strip inspection (on both runways), removal/elimination
of actual/imminent hazards, if necessary.
Regular grass cutting in the safety strips.
CS ADR-DSN.B.185 As an ongoing risk mitigation measure, regular detailed inspections are performed in the
runways safety strip. Actual/imminent hazards that are detected are managed immediately.
CS ADR-DSN.B.190 Regular inspection of runway safety strips (on both runways), repair of uneven spots and
compacting, if necessary.
Regular maintenance of taxi centerlines, loadbearing surface edge markings, and active edge
lights; operating taxiway centerline lights and edge lights as required.
Application of taxi procedures defined for critical aircraft types and prescribed in the
Hungarian AIP and the Cooperation Agreement between HungaroControl and Budapest Airport
Zrt, including over-steered turning procedures.
CS ADR-DSN.D.250
lights; operating taxiway centerline lights as required.
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Requirement ID Risk mitigation measures until final termination of the DAAD
CS ADR-DSN.D.255
lights; operating taxiway centerline lights as required.
CS ADR-DSN.D.280
méréssel ellenrizve a megfelel fékezési viszonyokat. Regular taxiway inspection (on both
runways), checking of braking action by surface friction testing, if necessary.
CS ADR-DSN.D.320 Regular inspections (taxiways, safety strip, objects on the terrain), regular grass cutting,
elimination of detected imminent hazards.
CS ADR-DSN.D.330 Regular inspections, regular grass cutting, elimination of detected imminent hazards.
CS ADR-DSN.L.570 Application of instruction signs, stop bars, other pavement markings, and runway guard lights.
CS ADR-DSN.L.575 Application of instruction signs, stop bars, other pavement markings, and runway guard lights.
CS ADR-DSN.L.605 Maintenance of the pavement markings of the runway holding position, continuous operation
of runway guard lights.
CS ADR-DSN.L.610 Maintenance of the pavement markings of the runway holding position, continuous operation
of runway guard lights.
CS ADR-DSN.M.730 Continuous operation of runway guard lights irrespectively from weather conditions.
Maintenance of holding point pavement markings in appropriate quality.
CS ADR-DSN.M.750 We are unaware of any incident arising from deficient apron floodlighting, we do not apply
provisional risk mitigation measures on this basis.
CS ADR-DSN.N.775 Continuous maintenance and operation of pavement markings and airfield ground lighting
components at critical locations.
instruction signs), supplementary signs, and lights.
CS ADR-DSN.N.785 Heightened maintenance of information signs on pavements, supplementary signs, and lights.
CS ADR-DSN.N.795 FOLLOW ME escorting in the case of low visibility procedures, and appropriate maintenance of
the pavement marking in front of the aircraft stand.
CS ADR-DSN.R.860 Monitoring of the inspection and maintenance of pavement markings.
Maintaining the system of operation of active apron and taxiway edge lights.
CS ADR-DSN.T.915 Regular inspections (surrounding areas around runways and taxiways, safety strips, objects on
the terrain). Regular grass cutting.
Risk mitigation measures taken in the case of ELOSs
Requirement ID Risk mitigation measures
CS ADR-DSN.D.245
The use of taxiway A1 is restricted to Code C aircraft (with a wingspan of max 36 m),
published in chapter 2.4 of the AM, and in section 2.8/6 of the AIP.
If a code D or code E aircraft has to enter the maintenance apron, it is only allowed to do so
via a towing operation, with wing walking.
CS ADR-DSN.D.265 Taxiway restriction for Code A, B, and C traffic. Notification of organizations performing
aircraft towing.
CS ADR-DSN.E.360
Heightened inspection of the affected surfaces in the framework of apron management,
checking the anchoring/fixing of aircraft. Heightened inspection of refueling procedures in the
framework of apron management, notification of refueling organizations regarding the
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Requirement ID Risk mitigation measures
situation at hand and the procedures to follow.
CS ADR-DSN.M.710
Taxiways without centerline lights are by default excluded from RVR
<350m operation. In LVP-2 (RVR <400 m), a follow me vehicle is used on taxiways and areas
without centerline lights.
Rules applicable in the case of low visibility procedures (LVP) are included in chapter E.23 of
the Aerodrome and its annex AM_I_E_23_1_M (‘Low Visibility Procedures’).
CS ADR-DSN.M.765
- Marshaling
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4.6 Operations allowed on the aerodrome
Based on the operational characteristics as well as the visual and non-visual aids of LHBP/BUD, the following aircraft operations can be performed:
VFR operations,
Nighttime VFR operations,
IFR operations (CAT I, CAT II, CAT IIIA, CAT IIIB ) depending on the runway direction, according to the published AIP.
Based on the capabilities of the aerodrome and the proficiency of organizations thereon, the following types of flight can be handled:
Commercial passenger flights (scheduled and non-scheduled),
Commercial cargo flights (scheduled and non-scheduled),
General Aviation flights (GA),
State flights (military, border control, police, customs and finance guard),
Training flights.
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REFERENCES IN CHAPTER ’B’ IN THE ORDER OF APPEARANCE
Appeared in Reference
DOCUMENTS INCLUDING THE REFERENCES IN CHAPTER ’C’ IN ALPHABETICAL ORDER
Reference
Emergency grid map

Documents

Part C - Bud