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- 60 rn where the code letter ki F;
- 44 m where the code letter is E;
- 38 m where the code letter is D: and
- 25 m where the code letter is C.
General
3.11.1 A taxiway, other than an aircraft stand taxilane,
shall be included in a strip.
Width of taxiway strips
3.11.2 Recommendation.- A taxiway strip should
extend symmetrically on each side of the centre line of the
taxiway throughout the length of the taxiway to at least the
distance from the centre line given in Table 3-1, column 11.
Objects on taxiway strips
Note.- See 9.9 for information regarding siting of
equipment and installations on taxiway strips.
3.11.3 Recommendation.- The taxiway strip should
provide an area clear of objects which may endanger taxiing
aeroplanes.
Note.- Consideration will have to be given to the location
and design of drains on a taxiway stnp to prevent damage to
an aeroplane accidentally running off a taxiway. Suitably
designed drain covers may be required.
Grading of taxiway strips
3.11.4 Recommendation.- The centre portion of a
taxiway strip should provide a graded area to a distance from
the centre line of the taxiway of at least:
- 11 m where the code letter is A;
- 12.5 m where the code letter is B or C;
- 19 m where the code letter is D;
- 22 m where the code letter is E; and
On taxiway curves and on junctions or intersections where
increased pavement is provided, the shoulder width should be - 30 m where the code letter is l?
not less than that on the adjacent straight portions of the
taxiway.
3.10.2 Recommendation.- When a taxiway is intended Slopes or1 taxiway ships
to be used by turbine-engined aeroplanes, the surjiice of the 3.1 1.5 Recommendation.- The surjiace of the strip
taxiway shoulder should be so prepared as to resist erosion
and the ingestion of the surface material by aeroplane engines. should be flush at the edge of the taxiway or shouldel: if
pmvided, and the graded portion should not haw an upward
Gunsverse slope exceeding:
- 2.5 per cent for strips where the code letter is C, D. E
3.11 Taxiway strips or F; and
Note.- Guidance on characteristics of taxiway strips is - 3 per cent for strips of taxiways where the code letter is
given in the Aerodrome Design Manual, Part 2. A or B;
Annex I4 -Aerodromes Volume I
the upward slope being measured with reference to the
transverse slope of the adjacent taxiway surface and not the
horizontal. The downward transverse slope should not exceed
5 per cent measured with reference to the horizontal.
3.1 1.6 Recommendation.- The transverse slopes on any
portion of a taxiway strip beyond that to be graded should not
exceed an upward or downward slope of Spercent as
measured in the direction awayfrom the taxiway.
3.12 Holding bays, runway-holding positions,
intermediate holding positions
and road-holding positions
General
3.12.1 Recommendation.- Holding bay@) should be
provided when the traffic density is medium or heavy.
3.12.2 A runway-holding position or positions shall be
established:
a) on the taxiway, at the intersection of a taxiway and a
runway; and
b) at an intersection of a runway with another runway
when the former runway is part of a standard taxi-route.
3.12.3 A runway-holding position shall be established on
a taxiway if the location or alignment of the taxiway is such
that a taxiing aircraft or vehicle can infringe an obstacle
limitation surface or interfere with the operation of radio
navigation aids.
3.12.4 Recommendation.- An intermediate holding
position should be established on a taxiway at any point other
than a runway-holding position where it is desirable to define
a specific holding limit.
3.12.5 A road-holding position shall be established at an
intersection of a road with a runway.
Location
3.12.6 The distance between a holding bay, runwayholding
position established at a taxiwaylryway intersection
or road-holding position and the centre line of a runway shall
be in accordance with Table 3-2 and, in the case of a precision
approach runway, such that a holding aircraft or vehicle will
not interfere with the operation of radio navigation aids.
a) up to an elevation of 2 000 m (6 600 3); I m for every
100 m (330fi) in excess of 700 m (2 300fi);
b) elevation in excess of 2 000 m (6 600 fi) and up to
4 000m (13 320fi); 13 m plus 1.5 m for every 100 m
(330j) in excess of 2 000 m (6 600fi); and
c) elevation in excess of 4 000 m (13 320 fi) and up to
5 000 m (1 6 650,fi); 43 m plus 2 m for every 100 m
(3303) in excess of 4 000 m (13 320fi).
3.12.8 Recommendationb I f a holding bay, &wayholding
　
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