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perpendicularly to the taxiway
centreline, shall not be less than
the width of the graded area of the
strip provided for that taxiway,
unless a proven method of lateral
restraint is provided which shall not
be hazardous for aeroplanes for
which the taxiway is intended
[Std] A14 P3.8.19 &
ADM Pt 2 P1.4.4
Access should be provided for
ARFF vehicles to intervene in both
directions. [RP] A14 P3.8.20
If a/c engines overhang the bridge
structure, protection of adjacent
areas below the bridge from engine
blast may be required.
[RP] A14 P3.8.20 Note
ADM Pt2 p1.4.4
ICAO
Justification
Materials
Origin of the 7.5m
clearance distance
unknown to AACG
Work of ICAO Visual Aids Panel
No specific justification available
on taxiway on bridge
AACG
Agreement
- ICAO SARPs to be
followed
- Possibility of
reduced distance
with appropriate
measure *
- For rwy edge lighting position, ICAO SARPs
to be followed (placed along the edge of the
area declared for the use as rwy or outside
by less than 3m)
- Inset rwy edge lights; possibility of elevated
lights according to preliminary engine
outputs. Snow clearance to be considered in
the choice.
- PAPI : No specific A380 requirement, ICAO
compliant
- Not less than 49m for the width
of the portion capable of
supporting the A380 and for
passenger evacuation
- 60m for jet blast protection width
- Possibility of reduced width
margin if proven method of lateral
restraint is provided
- Alternative path for ARFF
vehicles (whatever bridge width)
AACG
Justification
Materials
- Not applicable
- A380 Eye-to-wheel distance lower than 747
- A380 Engine position
- A380 short distance jet blast velocity
contours at aircraft rotation
- A380 rotation angle
- Comparison with 747 margin on
a code E bridge
- A380 wingspan and outer engine
span
- A380 Jet blast velocity and
temperature contours at taxiing
* See §I.3.b)
13
IV. AACG Members Participation
This document reflects the common position of AACG members, listed above, namely European
Aviation Authorities, Airport Authorities and Operators, ACI, Airbus and IATA, on the application of
ICAO requirements with respect to the A380 aircraft.
List of AACG Participants
COMPANY NAME POSITION
Airports and their Authorities
France
ADP Gérard Batistella Studies and Development - Air traffic Operations
ADP Philippe Laborie Chief Engineer Master planning
DGAC Kim Nguyen Deputy Director, Air Base Department – SBA
DGAC Pierre Théry Air Base Department - Infrastructure Office –
SBA
DGAC Brigitte Verdier Regulation Office - Aerodrome Division – DNA
DGAC Aude Malige Airports and Airforce Bases Engineering – Airport
Planning – STBA
Germany
FRAPORT Ibrahim Zantout Head Airport Infrastructure
FRAPORT Oliver Kohlbacher Infrastructure Project Manager, Airside
Infrastructure – Traffic & Retail
FRAPORT Ralf Struck Infrastructure Project Manager, Airside
Infrastructure – Traffic & Retail
ADV Udo Wolffram Director of Planning (and Chairman of IIWG New
Large Aircraft Study Group)
HMWVL Egon Grosslein Head of Section – CAA Aerodromes, Technical
Affairs, Airport Operations, Security
BMVBW Klaus Albrecht Federal Regulatory Authority
Netherlands
AMS Dick Meerman Business Unit Airlines
AMS Rob ten Hove Senior advisor airside infrastructure
CAA Netherlands Sietse Jager Division Aerodromes and Airspace (and
Chairman of ADSG Project Team 4)
United Kingdom
AOA/BAA Andrew Badham Senior Operations Manager
MAN Debbie Riley Airfield Policy and Planning Manager
CAA UK Geoff Caton Head Aerodrome Standards Department – Safety
Regulation Group
CAA UK Paul Fleming
Team Manager, Policy, Standardization &
Development Section, Aerodrome Standards
Department
International bodies & Industry
ACI (Chairman) David Gamper Director Facilitation & Technical / Safety
AIRBUS (Secretary and
Technical Advisor) Jean-Paul Genottin Infrastructure Manager - A380 Programme
AIRBUS (Secretary and
Technical Advisor) Christian Siames Infrastructure Manager - A380 Programme
AIRBUS (Secretary and
Technical Advisor) Laurent Evain Infrastructure Engineer - A380 Programme
IATA (Advisor) Ton Van Der Veldt Assistant Director - Operations & Infrastructure
14
ANNEX 1
Recommendation Letter
　
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