10. markings - Brisbane Airport Corporation

Transcription

FOREWORD
These Guidelines have been prepared by Brisbane Airport Corporation Pty Ltd ABN 54
076 870 650 (“BAC”). While care has been taken to ensure that the information in this
document is accurate and up-to-date; please note that:
nothing in this document is to be taken as legal advice, or any form of representation,
warranty or offer of any kind by BAC about any specific development at Brisbane
Airport;
some of the information is illustrative or conceptual only, has been derived from sources
other than BAC, is based on assumptions, and may change without notice;
where this document includes information as to a future matter; it is an estimate or
opinion which has been based on information known to BAC at the time of preparation
of this document, and assumptions which may later prove to be incorrect;
BAC makes no claim or warranty as to the accuracy of any information, or the likelihood
of any future matter; and
the information in this document should not be relied on to make any decision, and to
the extent permitted by law, you exclude BAC from liability (including in negligence), for
any use of, or reliance on, this document by any party. You should make your own
independent enquiries and reach your own commercial or financial conclusions.
ABBREVIATIONS
MOS139
ICAO
ACI
FAA
ASTM
US FED SPEC
MAUM
MUTCD
MRS
MRTS
FHWA
Manual of Standards: Part 139 – Aerodrome
International Civil Aviation Organization
Airports Council International
Federal Aviation Administration (US Department of Transportation)
American Society of Testing and Materials
United States Federal Specification
Maximum All Up Mass
Manual of Uniform Traffic Control Devices
Main Roads Standard
Main Roads Technical Standards
Federal Highway Administration
DOCUMENT CONTROL
VERSION
1
2
3
4
5
6
DATE
May11
August 11
October 11
Dec 11
June 12
August 12
AMENDMENT SUMMARY
1st Draft for Review
2nd Draft for Review
3rd Draft for Review
Released Documents
Released Document
Released Document
Pavement Marking Manual
1
Table of Contents
1. INTRODUCTION .................................................................................................................... 3
2. PURPOSE .............................................................................................................................. 3
3. PRINCIPLES .......................................................................................................................... 4
3.1 REQUIRED COLOURS ................................................................................................................ 4
3.2 VISIBILITY ................................................................................................................................. 5
3.3 PERFORMANCE PARAMETERS.................................................................................................... 6
3.3.0 Daytime Visibility .................................................................................................................. 6
3.3.1 Night Time Visibility .............................................................................................................. 7
3.3.2 Wear ..................................................................................................................................... 7
3.3.3 Excessive Build Up .............................................................................................................. 7
4. MATERIALS ........................................................................................................................... 8
4.1 MATERIAL REQUIREMENTS ........................................................................................................ 8
5. TIMING ................................................................................................................................. 13
6. EQUIPMENT ........................................................................................................................ 13
7. WORKING METHOD ........................................................................................................... 13
8. PROTECTION AND CLEAN UP .......................................................................................... 13
9. FAILURE............................................................................................................................... 14
10. MARKINGS........................................................................................................................... 15
10.1.0 Apron Edge Markings ..................................................................................................... 15
10.1.1 Parking Clearance Line .................................................................................................. 16
10.1.2 Equipment Clearance Line ............................................................................................. 16
10.1.3 Equipment Storage Markings ......................................................................................... 17
10.1.4 Apron Service Road ....................................................................................................... 17
10.1.5 Passenger Path Markings .............................................................................................. 18
10.1.6 Aerobridge Protection Area ............................................................................................ 19
10.1.7 OH&S Zone Access Path Marking ................................................................................. 19
10.1.8 Fuel Hydrant Marking ..................................................................................................... 20
11. AIRPORT LAYOUT DRAWINGS – CURRENT 1/5/2011 .................................................... 21
11.1 DOMESTIC TERMINAL BAY MARKINGS : BAYS 1A – 62A .......................................................... 23
11.2 INTERNATIONAL TERMINAL BAY MARKINGS : BAYS 74A – 87B ................................................. 26
11.3 LOGISTICS ........................................................................................................................... 27
2
1. INTRODUCTION
This manual provides a guideline to cover the requirements for the removal of existing
pavement markings and the supply and application of pavement marking on aprons and
taxiways at Brisbane Airport.
This guideline presents a series of markings and signage in use at Brisbane Airport
Terminal Aprons and taxiways which is based on MOS139 (2012) and current best
industry practice. Section 8 MOS139 2012
The objective of this document is to provide guidance on the uniform removal and
application of pavement markings to ensure a safe and consistent airfield operating
environment.
For all marking works
All set out and markings to align with supplied, and/or approved BAC plans
Contractor to liaise with BAC surveyor prior to commencement of job to discuss
survey projection used in drawings and local control.
All survey, pavement marking removal and installation work to be controlled by BAC
authorised or approved operations personnel.
OH&S Zone marking geometry to be approved on site by BAC prior to application.
Some particular stencils are stored at BAC Airport Maintenance Complex and are
available for contractor use. Where stencils are available contact the Civil Assets
Manager on (07)3406 3103.
Contractor to ensure works are undertaken in accordance with all conditions of BAC
Work Permit.
2. PURPOSE
The purpose of this manual is to ensure the Airside Apron and Taxiway pavement
markings are consistent and compliant with Australian and International Standards e.g.
MOS, ICAO, ACI.
This manual details the requirements of materials to be used and the manner to which
they should be applied.
3
3. PRINCIPLES
3.1 Required Colours
Colours used, must conform to the Australian Standard AS2700-1996; Titled - Colour
Standards for General Purposes, in accordance with the following:
Table 8.1-1: Standard Colours as per MOS Part 139 - 2012 Chapter 8, Part 8.1.3
Shade of green, yellow and white to be used for all OH&S related Markings where
applicable shall be:
4
General use of each standard colour
Yellow
Taxiway / taxilane centreline markings intended
for the safe manoeuvring of aircraft
White
Apron markings intended for the safe
manoeuvring of vehicle traffic
Red
Blue
Indicates an area which should never be
crossed while aircraft manoeuvring in the
general area
Used for helicopter marking bays – currently not
in use at Brisbane Airport
Orange
Colour coding for multiple used taxiways or
taxilanes - currently not in use at Brisbane
Airport
Green 1
Used to depict lease lines as required locally
Green 2
Used for OH&S related items on aprons
To increase visibility of markings where necessary because of the colour of the
pavement lines a contrasting border colour on both sides may be required
Black Border
For yellow and white markings on light coloured
pavements
White Border
For red markings on darker coloured pavements
ACI Apron Markings and Signs 2
nd
Edition 2009
3.2 Visibility
Markings must be clearly visible against the background upon which they are placed.
Where required, on a surface of a light colour, a contrasting black surround must be
provided: (example) on a dark surface, a contrasting white surround must be provided.
Line widths, spacing and lettering heights to be compliant with MOS139 2012 Section 8.5
Apron Markings
Selected pavement markings shall be applied with reflective additive material to enhance
the visibility of the markings during night time or periods of low visibility. See section 4(d)
for further detail on reflective additive specifications and areas of use.
5
3.3 Performance Parameters
Pavement marking systems work by providing a visual delineation which is of a known
standard and colour which is easily recognisable by all users. To be effective the
pavement marking system must visible under a range of various conditions.
BAC has adopted the guidance of AS4049.5 – 2007 Paints and related Materials –
Pavement Marking Materials : Part 5 – Performance Assessment of Pavement Markings,
and the Queensland Main Roads Standard Specification MRS 11.45 – Pavement Markings
as the standard criteria which must be achieved.
The performance of pavement markings will have a variable service life. There are several
factors which may affect this timeframe i.e. Weather conditions, variable traffic use of area.
There are also tests and determinations which can be made to ascertain whether or not
the markings have reached the end of their serviceable life and therefore require
rectification. This may be ascertained by –
1. Regular inspections to visually inspect all operational areas for flaking paints, faded
paints, or general poor visibility
2. Airlines or ground handlers reporting problem areas to the BAC Airside Operations
Department
3. Past history of the area and known timeframes of last resurfacing works which can
be used to forecast required works; and
4. Industry approved testing equipment at specific time intervals to determine if
required criteria is met.
All applied paint clarity readings to be taken 1 month post application to allow for any
overspray, loose material or loose bead material to naturally wear off and not affect
performance readings.
The following is a list of what is assessed and how its performance is determined
3.3.0 Daytime Visibility – The clarity and condition of pavement markings must be
maintained to a suitable condition so as to be functional during normal operating
conditions. Varying weather characteristics need to be taken into account. (Example)
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3.3.1 Night Time Visibility – Retro-reflectivity is a measurement of the reflective markings
measured in either dry or wet conditions. Technically this is measured with a calibrated
reflectometer with a failure recorded at a level <150mcd/lux/m2. In service checks can be
performed by carrying out inspections in various night time weather conditions and actual
site specific visual conditions can be reported.
3.3.2 Wear – The degree of wear is measured by the percentage of remaining area left
intact, this gives an indication of the residual life of the markings.
AS4049.3 : 2005 Table 2 page 7 states the minimum percentage of intact area of paint
allowable on an asphalt surface is 85%
(65% Image) (85% Image)
3.3.3 Excessive Build Up – Caused by multiple layers of paint sprayed on top of the
previously painted surface. This is to be avoided at all times due to the possibility of
painted area being too thick and flaking off. All surfaces must be prepared as per section
7. of this guideline.
7
Site Photo’s of Excessive wear and flaking prior to rectification works
(Example 1)
(Example 2)
(Example 3)
(Example 4)
4. MATERIALS
The materials used on aerodromes shall only be of waterborne paint Type III. Glass beads
of Type III to FAA specification P-620 or Type IV glass beads may be used at the direction
of the designing or certifying Engineer. Colours shall conform with MOS 139 Cl.8.1.3 Table
8.1-1 Standard Colours. SECTION 8 MOS139 : 2012
a)
b)
c)
The Contractor shall provide manufacturer's certified test reports for materials used on
the project. The certified test reports shall include a statement that the materials meet
the specification requirements. The reports can be used for material acceptance or the
Engineer may perform verification testing. The batch numbers of the materials shall
match the invoice. The Contractor shall notify the Engineer upon arrival of a shipment
of materials to the site.
All material shall arrive in sealed containers for inspection if required by the works
superintendent. All containers shall be labelled with the following details :
Manufacturers name, Colour, Batch number and Date. Material shall not be loaded
into the equipment until inspected by the Engineer.
Paint shall be waterborne Type III as per FAA Specification P-620, shall meet the
requirements of TT-P-1952E, and have the following attributes:
Resistance to algae and fungal growth
Resistance to rust staining
Ultra violate light stable
Waterborne black paint shall be used to outline a border of at least 150mm wide around
markings on all light coloured pavements where the designing engineer has deemed that
there is a lack of visual colour contrast.
4.1 MATERIAL REQUIREMENTS
ASTM D 476 Specifications for Dry Pigmentary Titanium Dioxide Pigments Products Code
of Federal Regulations 40 CFR Part 60, Appendix A – Definition of Traverse Point Number
and Location Code of Federal Regulations 40 CFR, Part 1910, 1200 – Hazard
Communications
FED SPEC TT-B-1325D Glass Beads Used in Traffic Paints
AASHTO M 247 Glass Beads Used in Traffic Paints
FED SPEC TT-P-1952E Paint, Traffic and Airfield Marking, Waterborne
Commercial Item Description (CID )A-A-2886A Paint, Traffic, Solvent Based
a)
A paint drying accelerant has demonstrated accelerated drying benefits, when used
with waterborne paint systems. This is particularly so during conditions of high
humidity, which may retard the dry through time of the paint. This can be beneficial if
rain is approaching. To reduce the disruption to airside movements, or in an
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b)
c)
operational area trafficked by airfield vehicles / aircraft it is recommended that
consideration be given to incorporating it into use. (Potters Asia Pacific market the
product as Visilok™ Traffic Paint Dryer). The accelerant shall be applied as per the
manufacturer’s instructions. See table 3 below for suggested application rate (To be
used only if site works superintendent, or works engineer requests use of the
product).
Glass beads shall meet the requirements for TT-B-1325D and AS 2009 : Glass Beads
for Pavement Marking Materials. Glass beads shall be treated with all compatible
coupling agents recommended by the manufacturers of the paint and reflective media
to ensure adhesion and embedment.
Quartz for pedestrian pavement markings shall be used to ensure minimum slip rating
of R11 or X is achieved as per table 2 and table 5 of AS4586:2004.
The Engineer should detail the type and amount of product that will be used in the project.
When more than one bead type is specified, the plans should indicate the bead type for
each marking. US Federal Specification - TT-B-1325D, Type III, gradation A shall be used
on the surface of painted markings that are specified as requiring reflective properties.
These high index glass beads, when applied properly, should provide three to four times
the longevity of the marking than conventional highway grade glass beads. Refer to Tables
1 and 2. Initial readings should yield at least 600 mcd/m²/lux on white markings at
installation and at least 400 mcd/m²/lux on yellow markings at installation, as shown on
Table 3.
The Engineer may require the addition of Federal Specification. TT-B-1325D, Type IV,
gradation glass beads. Type IV glass beads are larger than Type III and are used to
improve the visibility of the painted markings during wet night conditions. This sized glass
bead requires addition paint be applied. The Engineer should consult with the paint and
bead manufacturer on the use of adhesion, flow promoting, and/or flotation additives.
Two types of glass beads are to be used on aprons and taxiways. These are:
US Federal Spec TT-B-1325D, Type III (1.9 Refractive Index);
US Federal Spec TT-B-1325C, Type IV;
and shall meet the following requirements in Table 1 and 2 below:
Table 1. Glass Bead Requirements
Characteristic
Roundness
Index of Refraction
Type III
Index of Refraction
Type IV
Specific Gravity
Type III
Specific Gravity
Type IV
Crushing Strength
Test Method
Minimum Requirement
ASTM-1155
80 percent
1.90
TT-B-1325C
1.50
4.0 – 4.5
TT-B-1325C
2.30 – 2.5
ASTM D 1213
40,000 psi minimum
9
Table 2. Glass Bead Particle Size Distribution
U.S.
Sieve
No.
Sieve Size
(mm)
12
14
16
18
20
25
30
40
50
1.700
1.400
1.180
1.000
0.850
0.710
0.600
0.425
0.300
Type III Minimum %
passing by weight
100
95-100
Type IV-A Minimum
% passing by weight
100
95-100
80-95
10-40
0-5
0-2
55-75
15-35
0.5
NOTE: In addition, Type IV glass beads have a minimum ‘entry level’ retro-reflectivity
requirement of 600mcd/lux/m² (bench test).
d) APPLICATION RATES. The designing engineer or works superintendent may choose
to call up application rates for use on certain airfield painted markings. These are
identified as System 1 and System 2. The application rates for each system are listed
in Tables 3 and 4.
If no application rate is specified by the designing engineer or works superintendent,
the rate shall be as per the manufacturer’s recommendations in terms of square
metres per litre of paint as supplied, at the recommended dry film thickness for
application.
System 1. This pavement marking system provides extended durability, excellent dry
night retro-reflectivity (visibility) and improved skid resistance.
Table 3. Materials Specification for System 1
Product
Waterborne Paint
Potters VisiLok™
(optional)
Glass beads
Description
Target Application rate
Waterborne paint, based on
Dow Fastrack 3427A
polymer and US Fed Spec
TT-P-1952E Type III and
shall be free of lead
chromates
Paint drying accelerant
500 micron wet film
thickness (volume solids
63%)
To US Federal Spec TTB1325D Type III. Heavy
metal limitations of 200ppm
each for As and Pb.
500g/m²
50g/m²
10
System 2. Wet Night Visibility Option In this application a double-drop application of US
Fed Spec TTB-1325D, both Type III glass beads and high visibility glass beads to Type IV
(nominal 1mm in diameter), supported by a thicker application of waterborne paint. This
pavement marking system shall be used in airside applications where there is no in-ground
lighting to support the painted markings. The skid resistance of this marking system may
not be as high as System 1, so consideration may be given to the location of its use.
Table 4. Materials Specification for System 2
This system shall be used in areas where there is no supporting in-ground lighting, such
as aprons and where wet-night-visibility is required, with consideration to skid resistance.
Product
Description
Target Application rate
Waterborne paint
Waterborne paint, based on
Fastrack 3427A polymer
US FAA Fed Spec TT-P1952D Type III.
650 micron wet film
thickness (vol solids
63%)
Free of Lead Chromates.
Paint drying accelerant
Potters VisiLok™
(optional
Type IV wet-nightvisible glass beads
To US Federal Spec TTB1325D Type IV.
Type III 1.9RI glass
bead
Heavy metal limitations of
200ppm each for As and
Pb.
To US Federal Spec TTB1325D Type III.
50g/m²
400g/m²
300 g/m²
Heavy metal limitations of
200ppm each for As and
Pb.
NOTE: Where System 2 painted markings are used, both types of glass beads shall be
applied in tandem with the paint application, with the Type IV beads being applied forward
of the Type III glass bead.
11
Typical Apron Markings which require glass bead use
(Example)
(Example)
12
5. TIMING
Ideally the painting shall be performed only when the surface is dry and when the surface
temperature is at least 7°C and rising and the pavement surface temperature is at least
2.7°C above the dew point.
Painting shall not proceed if impending rain is due within two hours of the markings being
applied, unless a suitable paint drying accelerant is being used.
Asphalt surfacing shall not be less than seven days old before the application of pavement
markings. Painted markings shall be applied to asphalt surfaces in two coats to achieve
the specified total dry film thickness.
6. EQUIPMENT
Equipment shall include the apparatus necessary to properly clean the existing surface, a
mechanical marking machine, a bead dispensing machine, and such auxiliary handpainting equipment as may be necessary to satisfactorily complete the job.
The mechanical marker shall be an atomizing spray-type or airless type marking machine
suitable for application of traffic paint. (Pavement Marking Machine) It shall produce an
even and uniform film thickness at the required coverage and shall apply markings of
uniform cross sections and clear-cut edges without running or spattering and without over
spray. (Example)
Paint shall be mixed with mechanical mixers and be kept thoroughly agitated during its
application
7. WORKING METHOD
PREPARATION OF SURFACE. Immediately before application of the paint, the surface
shall be dry and free from dirt, grease, oil, laitance, or other foreign material that would
reduce the bond between the paint and the pavement immediately prior to pavement
marking application. The area to be painted must be cleaned only by water blasting as
required to remove all contaminants without damage to the pavement surface.(Site
Preparation1) (Site Preparation 2) After the cleaning operations, sweeping, blowing, or
rinsing with pressurized water shall be performed to ensure the surface is clean and free of
grit or other debris left from the cleaning process.
[Paint shall not be applied to Portland cement concrete pavement until the areas to be
painted are clean of curing material. High-pressure water shall be used to remove all
curing agents.
The designing engineer or works superintendent will specify any additional surface
preparation required and will specify the type and degree of surface preparation.
8. PROTECTION AND CLEAN UP
After application of the paint, all markings shall be protected from damage until the paint is
suitably dry until the pavement is able to be used by airport traffic. All surfaces shall be
protected from excess moisture and/or rain and from disfiguration by spatter, splashes,
spillage, or drippings of paint. The Contractor shall remove from the site all debris, waste,
loose or non-adhered reflective media, and by-products generated by the surface
preparation and application operations to the satisfaction of the site superintendent or BAC
Operations Personnel. The Contractor shall dispose of these wastes in strict compliance
with all applicable state, local, and Federal environmental statutes and regulations.
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9. FAILURE
There shall be two levels of failure used to manage the condition of painted markings. A
minimum set of requirements are listed in Table 5 for the level of performance required ‘at
application’, by the contractor, as ‘initial’ requirement. The second level to be used by the
Engineer to manage the condition of painted markings, and is identified as ‘intervention
level’. This is the level to which it is considered that the painted markings may not be
performing to a suitably satisfactory level of service. Both initial values and intervention
(fail) levels are listed in Table 5 below.
Table 5. Initial and Intervention Level Specification
Characteristics
Retroreflectivity
DRY - White
Retroreflectivity
DRY - Yellow
Retroreflectivity
WET - White and
Yellow
Daylight
Reflectance - white
Daylight
Reflectance yellow
Degree of wear
Initial Requirement
Intervention /
Fail Level
<150mcd/lux/m²
>600mcd/lux/m²
* see note below
>400mcd/lux/m²
<150mcd/lux/m²
>150mcd/lux/m²
<80mcd/lux/m²
(system 2 only)
(system 2 only)
Dry through time
Heavy metals and
elements
* see note below
>75%
> 75%
ASTM Std No
141D/GEN, Method
6121
>38%
>38%
ASTM Std No
141D/GEN
100% intact
70% intact
<55g/litre
-
>0.6
<0.6
(System 1 only)
< 20 minutes
No Lead chromate in the paint
<200ppm of Arsenic Trioxide in
the glass beads
<200ppm of
lead in the glass beads
(System 1 only)
* see note below
VOC
Skid resistance* Coefficient of
friction
Reference
ASTM in accordance
with 40CFR Part 60
Appendix A, Method 24
Thumb screw test
NOTE: These measures have been set, based on studies conducted by FHWA have
concluded that, “minimum retro-reflectivity values are speed dependent. Preview or
visibility distance is the distance that the delineation provides the driver to see changes in
roadway alignment. Preview distance is important, especially at higher speeds. When
drivers [or pilots] are provided with higher reflectivity values, longer preview distances are
achieved, which is desirable from an information acquisition, information processing, and
safety point of view”. (Transportation Research Board, NCHRP Synthesis 306, Long-Term
Pavement Marking Practices, 2002, Project 20-5, Chapter 3, Driver Needs,
Retroreflectivity Requirements, and Information Through Word and Symbol Markings,
page 14. ,James Migletz and Jerry Graham, consultants.)
The measures of retro-reflectivity are based on international standard 30metre observation
geometry retro-reflectivity measurement equipment. The 30 metre measurement geometry
established a standard arrangement for the light source, the marking, and the observer
when measuring retro-reflectivity of the marking. It is based on the typical dimensions of a
14
small European passenger car located 30 metres (98.4 ft) from a marking. For the 30
metre geometry, the entrance angle is 88.76° and the observation angle is 1.05°.
* TESTING REQUIREMENTS
ASTM C 136 Sieve Analysis of Fine and Coarse Aggregates
ASTM C 146 Chemical Analysis of Glass Sand
ASTM C 371 Wire-Cloth Sieve Analysis of Non-plastic Ceramic Powders
ASTM D 92 Test Method for Flash and Fire Points by Cleveland Open Cup
ASTM D 711 No-Pick-Up Time of Traffic Paint
ASTM D 968 Standard Test Methods for Abrasion Resistance of Organic Coatings by
Falling
Abrasive
ASTM D 1213-54(1975) Test Method for Crushing Resistance of Glass Spheres
Federal Test Method
Standard No. 141D/GEN
Paint, Varnish, Lacquer and Related Materials; Methods of Inspection, Sampling and
Testing
10. MARKINGS
Aprons accommodating aircraft of 5,700kg Maximum All Up Mass (MAUM) and above
must be provided with taxi guidelines and primary aircraft parking positions markings. The
design of the apron must ensure that all relevant clearance standards of all approved
aircraft types are met, so that safe manoeuvring and the precise positioning of aircraft is
achieved. MOS139 2012 Section 8.5
10.1.0 Apron Edge Markings
Apron and taxiway edge lines are used to delineate the boundary of a taxiway or apron
where the edge of the full strength pavement cannot be easily discerned, or when a low
strength shoulder adjoins the full strength pavement. The edge must be identified by two
continuous yellow lines (A) 0.15m wide, spaced (B) 0.15m apart. MOS139 Section 8.4-5
(Image 1)
15
10.1.1 Parking Clearance Line
Parking Clearance lines may be provided at an aircraft parking position to depict the area
which must remain free of personnel, vehicles or equipment when an aircraft is
approaching a parking position or in preparation for departure.
The line must consist of a continuous red line either 0.10m or if desired 0.2m wide. Where
required a continuous yellow or white line 0.10m wide can be used to enhance the parking
clearance line. The words “Parking Clearance” must be painted in yellow on the side which
the aircraft are to be parked and be readable from that side. These words must be
repeated at intervals not exceeding 50.0m, using letters 0.30m high, located 0.15m from
the adjacent line. MOS139 Section 8.5-1
(Image 1)
10.1.2 Equipment Clearance Line
Equipment clearance lines must be used on aprons to assist service vehicles in keeping
clear of manoeuvring aircraft. This marking must consist of red stripes, 1.0m long, 0.15m
wide, and 1.0m apart. The words “Equipment Clearance” must be painted and readable on
the side to be occupied by equipment, the words must be repeated along the line at
intervals not exceeding 30.0m, they must be 0.30m high and be 0.15m from the red
painted line. MOS139 Section 8.5-4
Site Images - (Image 1)
16
10.1.3 Equipment Storage Markings
Equipment Storage lines must be used on aprons to designate a zone where equipment
may be stored so that equipment is kept clear of manoeuvring aircraft. This marking must
consist of a continuous red line, 0.10m wide. The words “Equipment Storage” must be
painted in red and readable on the side to be occupied by equipment, the words must be
repeated along the line at intervals not exceeding 50.0m, they must be 0.30m high and be
0.15m from the red painted line. MOS139 Section 8.5-5
Site Images - (Image 1) (Image 2)
10.1.4 Apron Service Road
Roads on or adjacent to apron areas must be marked to keep vehicles clear of aircraft and
ground services operations. Each lane must be of a minimum width to accommodate the
widest vehicle which may use that road. Eg. Emergency vehicle or ground support vehicle.
The apron service road marking must consist of continuous white painted edge lines
0.10m wide. MOS139 Section 8.5-6
(Image 1)
17
10.1.5 Passenger Path Markings
Where required passenger path markings are provided to assist in the orderly movement
of passengers embarking or disembarking. Passenger path markings must be installed in
accordance with the Manual of Uniform Traffic Control Devices (MUTCD) pedestrian
crossing standards. (Section 6.2 MUTCD) . The width of the passenger pathway is to be
proportional to the expected pedestrian traffic. Also see section 8.5.32 of MOS139 2012
Figure below 10-12 MUTCD
(Image 1)
Where a service road is located adjacent to a taxiing the side marking must be shown with
a continuous double white side line. This indicates DO NOT CROSS. Each continuous
white line must be 0.10m wide and be separated by not less than 0.005m. MOS139
Section 8.5-7
(Image 1)
18
10.1.6 Aerobridge Protection Area
The area under an aerobridge has to be kept free of vehicles and equipment to ensure the
safe operation of the aerobridge. Wheel position markings for the aerobridge itself are
recommended to locate the aerobridge in a safe position if not in use, and to allow for an
aircraft to enter the area safely.
Continuous red hatched markings 0.15m wide with a 1.350m gap (centre to centre)
Site Images - (Image 1) (Image 2)
10.1.7 OH&S Zone Access Path Marking
Green OH&S Zone designed for clear access to emergency shower and eyewash facility
in the event of an emergency.
Marking geometry to be pre-marked to suit configuration of OH&S facility due to specific
variations bay to bay. Line dimensions to match attached drawing and be confirmed with
BAC representative on site.
Site Images - (Image 1) (Image 2) (Image 3) (Image 4) (Image 5)
19
10.1.8 Fuel Hydrant Marking
Markings used for ground fuel hydrants, 0.15m wide red line painted at edge of concrete
hydrant slab.
(Image 1) (Image 2)
Note : Hydrant Numbers to be supplied by JUHI and painted / detailed by BAC contractor
20
11. Airport layout drawings – current May 2012
(Airport Drawing)
21
11.1 Domestic Terminal Bay Markings : Bays 1A – 62A
Note: Not all bay numbers 1A–62A currently assigned parking positions. See links below
for current up to date drawings as per BAC iServer latest documents
22
Domestic Terminal North – Detailed Bays and Markings, Bays 1A-38
(DTB North)
23
Domestic Terminal South – Detailed Bays and Markings, Bays 25-62A
(DTB South)
24
Domestic Terminal Common User Area – Detailed bays and Markings Bays
25 - 38
(DTB Common User Area)
25
11.2 International Terminal Bay Markings : Bays 74A – 87B
(ITB Apron Bays 74A-87B)
26
11.3 Logistics Apron
(Logistics Apron)
27
Documentation referred to in this manual
Manual of Standards Part 139 : 2010 – Aerodromes (MOS139 2010)
Manual of Uniform Traffic Control Devices (MUTCD) Part 10 – 2nd Issue May 2009
AS1580.205.4:1998 – Paints and related Materials – Methods of Test – Application
Properties – Airless Spraying
AS4049.3-2005 – Paints and related Materials – Pavement Marking Materials, Part 3:
Waterborne paint – For use with Surface Applied Glass Beads
AS4049.5-2007 - Paints and related Materials – Pavement Marking Materials, Part 5:
Performance Assessment of Pavement Markings
AS4586:2004 – Slip resistance classification of new pedestrian surface materials.
Qld Government Main Roads Standard Specification – MRS11.45 : Pavement Marking
Qld Government Main Roads Technical Standard – MRTS45 – Road Surface Delineation
Airports Council International – Apron Markings and Signs Handbook second edition 2007
Federal Aviation Administration – www.faa.gov
Federal Highway Administration – www.fhwa.dot.gov
ICAO - Aerodrome Design Manual Part 4 – 2004
ACI –Airports Council International
28

10. markings - Brisbane Airport Corporation

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