A-1

AIS-AIMSG/3-SN/2
Appendix A

APPENDIX A

PROPOSED AMENDMENT TO

INTERNATIONAL STANDARDS

AND RECOMMENDED PRACTICES

AERONAUTICAL CHARTS

ANNEX 4

TO THE CONVENTION ON INTERNATIONAL CIVIL AVIATION

NOTES ON THE PRESENTATION OF THE PROPOSED AMENDMENT

The text of the amendment is arranged to show deleted text with a line through it and new text highlighted with grey shading, as shown below:

1. / Text to be deleted is shown with a line through it. / text to be deleted
2. / New text to be inserted is highlighted with grey shading. / new text to be inserted
3. / Text to be deleted is shown with a line through it followed by the replacement text which is highlighted with grey shading. / new text to replace existing text

TEXT OF A PROPOSED AMENDMENT TO THE

INTERNATIONAL STANDARDS

AND RECOMMENDED PRACTICES

AERONAUTICAL CHARTS

ANNEX 4

TO THE CONVENTION ON INTERNATIONAL CIVIL AVIATION

. . .

CHAPTER 13.AERODROME/HELIPORT CHART — ICAO

. . .

13.2Availability

13.2.1The Aerodrome/Heliport Chart — ICAO shall be made available in the manner prescribed in 1.3.2 for all aerodromes/heliports regularly used by international civil aviation.

13.2.2Recommendation.—The Aerodrome/Heliport Chart — ICAO should be made available also, in the manner prescribed in 1.3.2, for all other aerodromes/heliports available for use by international civil aviation.

Note 1.— Under certain conditions, an Aerodrome Ground Movement Chart — ICAO and an Aircraft Parking/Docking Chart — ICAO may have to be provided (see Chapters 14 and 15); in which case, the elements portrayed on these supplementary charts need not be duplicated on the Aerodrome/Heliport Chart — ICAO.

Note 2.— Aerodrome mapping data bases as specified in Annex 15, Chapter 11 may be used to create and maintain the Aerodrome/Heliport Chart — ICAO.

. . .

CHAPTER 14.AERODROME GROUND MOVEMENT CHART — ICAO

. . .

14.2Availability

Recommendation.—The Aerodrome Ground Movement Chart — ICAO should be made available in the manner prescribed in 1.3.2 where, due to congestion of information, details necessary for the ground movement of aircraft along the taxiways to and from the aircraft stands cannot be shown with sufficient clarity on the Aerodrome/Heliport Chart — ICAO.

Note.— Aerodrome mapping data bases as specified in Annex 15, Chapter 11 may be used to create and maintain the Aerodrome Ground Movement Chart — ICAO.

. . .

CHAPTER 15.AIRCRAFT PARKING/DOCKING CHART — ICAO

. . .

15.2Availability

Recommendation.—The Aircraft Parking/Docking Chart — ICAO should be made available in the manner prescribed in 1.3.2 where, due to the complexity of the terminal facilities, the information cannot be shown with sufficient clarity on the Aerodrome/Heliport Chart — ICAO or on the Aerodrome Ground Movement Chart — ICAO.

Note.— Aerodrome mapping data bases as defined in Annex 15, Chapter 11 may be used to create and maintain the Aircraft Parking/Docking Chart — ICAO.

— — — — — — — —

B-1

AIS-AIMSG/3-SN/2
Appendix B

APPENDIX B

PROPOSED AMENDMENT TO

INTERNATIONAL STANDARDS

AND RECOMMENDED PRACTICES

AERODROMES

ANNEX 14

TO THE CONVENTION ON INTERNATIONAL CIVIL AVIATION

VOLUME I

(AERODROME DESIGN AND OPERATIONS)

NOTES ON THE PRESENTATION OF THE PROPOSED AMENDMENT

The text of the amendment is arranged to show deleted text with a line through it and new text highlighted with grey shading, as shown below:

1. / Text to be deleted is shown with a line through it. / text to be deleted
2. / New text to be inserted is highlighted with grey shading. / new text to be inserted
3. / Text to be deleted is shown with a line through it followed by the replacement text which is highlighted with grey shading. / new text to replace existing text

TEXT OF A PROPOSED AMENDMENT TO THE

INTERNATIONAL STANDARDS

AND RECOMMENDED PRACTICES

AERODROMES

ANNEX 14

TO THE CONVENTION ON INTERNATIONAL CIVIL AVIATION

VOLUME I

(AERODROME DESIGN AND OPERATIONS)

. . .

CHAPTER 2.AERODROME DATA

2.1Aeronautical data

2.1.1Determination and reporting of aerodrome-related aeronautical data shall be in accordance with the accuracy and integrity requirements set forth in Tables A5-1 to A5-5 contained in Appendix 5 while taking into account the established quality system procedures. Accuracy requirements for aeronautical data are based upon a 95 per cent confidence level and in that respect, three types of positional data shall be identified: surveyed points (e.g. runway threshold), calculated points (mathematical calculations from the known surveyed points of points in space, fixes) and declared points (e.g. flight information region boundary points).

Note.— Specifications governing the quality system are given in Annex 15, Chapter 3.

2.1.2Recommendation.— As specified in Annex 15, Chapter 11, aerodrome mapping data should be made available by States through the aeronautical information services authority for all aerodromes regularly used by international civil aviation.

Note.— Aerodrome mapping data are organized and arranged in data bases for ease of electronic storage and usage by appropriate applications. These data bases are referred to as aerodrome mapping data bases (AMDBs).

2.1.3Where made available by States, aerodrome mapping data shall be in accordance with the accuracy and integrity requirements set forth in Appendix 6.

Note.— Supporting material in respect of the provisions of Appendix 6 related to quality requirements for AMDBs is contained in RTCA Document DO-272() and European Organization for Civil Aviation Equipment (EUROCAE) Document ED-99().

Editorial Note.—Renumber subsequent paragraphs accordingly.

. . .

Editorial Note.—Insert a new Appendix 6 and renumber subsequent Appendices accordingly.

APPENDIX 6.AERODROME MAPPING DATA —

QUALITY REQUIREMENTS

Note.— In this appendix, the accuracy requirements for a particular data element apply to all position coordinates that constitute that data element.

Table A6-1.Aerodrome mapping data — Horizontal data quality requirements

Latitude and longitude / Medium Accuracy
Data type / Fine Accuracy
Data type / Integrity Classification
Runway element ...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-8
critical
Runway intersection ...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-8
critical
Runway threshold ...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-8
critical
Painted centerline ...... / 5 m
surveyed / 0.5 m
surveyed / 1 × 10-8
critical
LAHSO location...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-3
routine
Arresting gear location ...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-3
routine
Runway shoulder ...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-3
routine
Stopway ...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-3
routine
Runway displaced area ...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-8
critical
FATO ...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-8
critical
TLOF ...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-8
critical
Helipad threshold ...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-8
critical
Taxiway element ...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-3
routine
Taxiway shoulder ...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-3
routine
Taxiway guidance line ...... / 5 m
surveyed / 0.5 m
surveyed / 1 × 10-8
critical
Taxiway intersection marking ...... / 5 m
surveyed / 0.5 m
surveyed / 1 × 10-8
critical
Runway/intermediate holding position...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-3
routine
Runway exit line ...... / 5 m
surveyed / 0.5 m
surveyed / 1 × 10-8
critical
Apron ...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-3
routine
Stand guidance line ...... / 5 m
surveyed / 0.5 m
surveyed / 1 × 10-5
essential
Parking stand location ...... / 5 m
surveyed / 0.5 m
surveyed / 1 × 10-5
essential
Parking stand area ...... / 5 m
calculated / 1 m
calculated / 1 × 10-3
routine
De-icing/anti-icing facility (polygon)...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-3
routine
Vertical polygonal objects ...... / 5 m
surveyed / 0.5 m
surveyed / 1 × 10-5
essential
Vertical point objects ...... / 5 m
surveyed / 0.5 m
surveyed / 1 × 10-5
essential
Vertical line objects ...... / 5 m
surveyed / 0.5 m
surveyed / 1 × 10-5
essential
Construction area ...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-3
routine
Aerodrome reference point ...... / 30m
calculated / 30 m
calculated / 1 × 10-3
routine
Survey control point ...... / 0.5 m
surveyed / 0.5 m
surveyed / 1 × 10-5
essential
Service road ...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-3
routine
Aerodrome surface lighting ...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-3
routine
Blast pad ...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-3
routine

Table A6-2.Aerodrome mapping data — vertical data quality requirements

Elevation/altitude/height / Medium accuracy
Data type / Fine accuracy
Data type / Integrity Classification
Runway threshold (non precision) ...... / Not specified
surveyed / 0.5 m
surveyed / 1 × 10-5
essential
Runway threshold (precision) ...... / Not specified
surveyed / 0.25 m
surveyed / 1 × 10-8
critical
Painted centreline ...... / Not specified
surveyed / 1 m
surveyed / 1 × 10-3
routine
Helipad threshold ...... / Not specified
surveyed / 0.5 m
surveyed / 1 × 10-8
critical
Survey control point ...... / Not specified
surveyed / 0.25 m
surveyed / 1 × 10-5
essential
Threshold elevation (non precision) ...... / Not specified
calculated / 0.5 m
surveyed / 1 × 10-5
essential
Threshold elevation (precision) ...... / Not specified
surveyed / 0.25 m
surveyed / 1 × 10-8
critical
Max height of vertical structure ...... / 1 m
surveyed/calculated / 1 m
surveyed/calculated / 1 × 10-5
essential
Max elevation of vertical structure ...... / 1 m
surveyed/calculated / 1 m
surveyed/calculated / 1 × 10-5
essential
Touchdown zone elevation ...... / 1 m
surveyed / 1 m
surveyed / 1 × 10-3
routine

Table A6-3.Aerodrome mapping data — angular data quality requirements

Bearing / Medium
Accuracy
Data type / Fine Accuracy
Data type / Integrity Classification
True runway bearing ...... / 1/2 degree
calculated / 1/100 degree
calculated / 1 × 10-3
routine
Magnetic runway bearing ...... / 1/2 degree
surveyed / 1/100 degree
surveyed / 1 × 10-3
routine

Table A6-4.Aerodrome mapping data — dimensional data quality requirements

Dimension / Medium accuracy
Data type / Fine accuracy
Data type / Integrity Classification
Width of runway ...... / 1 m
calculated / 0.5 m
calculated / 1 × 10-3
routine
Length of runway ...... / 5 m
calculated / 1 m
calculated / 1 × 10-8
critical
Touchdown zone longitudinal slope ...... / Not specified
calculated / 0.1%
calculated / 1 × 10-3
routine
Runway slope ...... / Not specified
calculated / 0.1%
calculated / 1 × 10-3
routine
Takeoff run available ...... / 5 m
calculated / 1 m
calculated / 1 × 10-5
essential
Takeoff distance available ...... / 5 m
calculated / 1 m
calculated / 1 × 10-5
essential
Accelerate-stop distance available ...... / 5 m
calculated / 1 m
calculated / 1 × 10-5
essential
Landing distance available ...... / 5 m
calculated / 1 m
calculated / 1 × 10-8
critical
Radius about centre of obstacle ...... / 5 m
surveyed / 1 m
surveyed / 1 × 10-3
routine

— — — — — — — —

C-1

AIS-AIMSG/3-SN/2
Appendix C

APPENDIX C

PROPOSED AMENDMENT TO

INTERNATIONAL STANDARDS

AND RECOMMENDED PRACTICES

AERONAUTICAL INFORMATION SERVICES

ANNEX 15

TO THE CONVENTION ON INTERNATIONAL CIVIL AVIATION

NOTES ON THE PRESENTATION OF THE PROPOSED AMENDMENT

The text of the amendment is arranged to show deleted text with a line through it and new text highlighted with grey shading, as shown below:

1. / Text to be deleted is shown with a line through it. / text to be deleted
2. / New text to be inserted is highlighted with grey shading. / new text to be inserted
3. / Text to be deleted is shown with a line through it followed by the replacement text which is highlighted with grey shading. / new text to replace existing text

TEXT OF A PROPOSED AMENDMENT TO THE

INTERNATIONAL STANDARDS

AND RECOMMENDED PRACTICES

AERONAUTICAL INFORMATION SERVICES

ANNEX 15

TO THE CONVENTION ON INTERNATIONAL CIVIL AVIATION

. . .

Editorial Note.—Insert a new Chapter 11.

CHAPTER 11. AERODROME MAPPING DATA

Note 1.— Aerodrome mapping data include aerodrome geographic information that support applications which improve the user’s situational awareness or supplement surface navigation, thereby increasing safety margins and operational efficiency. Aerodrome mapping data sets with appropriate data element accuracy support requirements for collaborative decision making, common situational awareness, aerodrome guidance applications and are intended to be used in the following air navigation applications:

a)moving maps with ownship position;

b)surveillance and runway incursion detection and alerting;

c)aerodrome surface guidance and navigation;

d)aerodrome facility management and runway operations; and

e)aeronautical chart production.

The data may also be used in other applications such as flight simulator and synthetic vision systems.

Note 2.—Aerodrome mapping data are organized and arranged in data bases for ease of electronic storage and usage by appropriate applications. These data bases are referred to as aerodrome mapping data bases (AMDBs).

11.1Aerodrome mapping data — requirements for provision

11.1.1Recommendation.— Aerodrome mapping data should be provided at aerodromes regularly used by international civil aviation.

11.1.2When provided, aerodrome mapping data shall be in accordance with the requirements set forth in 11.2 and 11.3.

11.1.3The numerical quality requirements for data elements in AMDBs shall be in accordance with Annex Annex 14 — Aerodromes, Volume I — Aerodrome Design and Operations, Appendix 6.

11.1.4Recommendation.— Aerodrome mapping data should be supported by electronic terrain and obstacle data (eTOD) for Area 3 in order to ensure consistency and quality of all geographical data related to the aerodrome.

Note 1.— ETOD Area 3 data and aerodrome mapping data may be originated using common acquisition techniques and managed within a single geographic information system (GIS).

Note 2.— Supporting material in respect to the processing of eTOD and aerodrome mapping data is contained in RTCA Document DO-200A and European Organization for Civil Aviation Equipment (EUROCAE)Document ED-76 — Standards for Processing Aeronautical Data.

11.1.5Recommendation.— The maintenance of AMDBs should be tied to the update frequency of eTOD for Area 3.

11.2Aerodrome mapping data base — content and structure

11.2.1An AMDB shall contain a digital set of aerodrome data consisting of vectors and attributes representing aerodrome features. Feature geometries are characterized as points, lines or polygons. Examples include runway thresholds, taxiway guidance lines and parking stand areas.

Note.— Supporting material in respect of the data content and structure of AMDBs is contained in RTCA Documents DO-272 — and DO-291, and EUROCAE Documents ED-99 — and ED119 —.

11.2.2The structure and content of an AMDB shall be defined by a feature catalogue compliant with elements specified in Appendix 9. A feature catalogue provides a list of feature classes and associated attributes which together constitute the AMDB.

11.2.3Aerodrome mapping features shall be collected following defined constraints and rules as specified in RTCA Document DO-272 — and EUROCAE Document ED-99 —. The constraints ensure the connectivity between features on a spatial and functional level in accordance with the connections observed in the real world.

11.3Aerodrome mapping data product specification

11.3.1To allow and support the interchange and use of sets of aerodrome mapping data among different data providers and data users, the ISO 19100 series of standards for geographic information shall be used as a general data modelling framework.

11.3.2Each aerodrome mapping data product shall be specified following the ISO 19131 data product specification standard in order to include an overview, specification scope, data product identification, data content and structure, reference system, data quality, data capture, data maintenance, data portrayal, data product delivery, additional information, and metadata.

11.3.3Content information of aerodrome mapping data sets shall be described in terms of an application schema and a feature catalogue as described in section 10.5.5.

Note — ISO Standard 19109 contains rules for application schema while ISO Standard 19110 describes the feature cataloguing methodology for geographic information.

11.3.4The aerodrome mapping metadata elements shall be included in the data product specifications in accordance with ISO 19115.

. . .

Editorial Note.—Insert a new Appendix 9.

Table A9-1.Aerodrome mapping features

Feature / Optional/Mandatory
Runway element / Mandatory
Runway intersection / Mandatory
Runway threshold / Mandatory
Runway marking / Mandatory
Painted centreline / Mandatory
Land and hold short operation location / Mandatory
Arresting gear location / Mandatory
Runway shoulder / Mandatory
Stopway / Mandatory
Runway displaced area / Mandatory
Blastpad / Mandatory
Final approach and take-off area / Mandatory
Touchdown lift-off area / Mandatory
Helipad threshold / Mandatory
Taxiway element / Mandatory
Taxiway shoulder / Mandatory
Taxiway guidance line / Mandatory
Taxiway intersection marking / Mandatory
Taxiway holding position / Mandatory
Runway exit line / Mandatory
Frequency area / Mandatory
Apron element / Mandatory
Stand guidance line / Mandatory
Parking stand location / Mandatory
Parking stand area / Mandatory
De-icing/anti-icingfacility area / Mandatory
Aerodrome reference point / Mandatory
Vertical polygonal structure / Mandatory
Vertical point structure / Mandatory
Vertical line structure / Mandatory
Construction area / Mandatory
Survey control point / Mandatory
Aerodrome surface lighting / Optional
Service road / Mandatory
Water / Optional
Hotspot / Mandatory

Note.— Aerodrome mapping feature attributes are specified in RTCA Documents DO-272 — and DO291— and European Organization for Civil Aviation Equipment (EUROCAE) Documents ED-99 — and ED119 —.

— — — — — — — —

F-1 / AN-WP/8375
Appendix F

APPENDIX D

PROPOSED AMENDMENT TO

INTERNATIONAL STANDARDS

AND RECOMMENDED PRACTICES

PROCEDURES FOR AIR NAVIGATION SERVICES

ICAO ABBREVIATIONS AND CODES

(PANS-ABC, DOC 8400)

NOTES ON THE PRESENTATION OF THE PROPOSED AMENDMENT

The text of the amendment is arranged to show deleted text with a line through it and new text highlighted with grey shading, as shown below:

1. / Text to be deleted is shown with a line through it. / text to be deleted
2. / New text to be inserted is highlighted with grey shading. / new text to be inserted
3. / Text to be deleted is shown with a line through it followed by the replacement text which is highlighted with grey shading. / new text to replace existing text

TEXT OF A PROPOSED AMENDMENT TO THE

PROCEDURES FOR AIR NAVIGATION SERVICES

ICAO ABBREVIATIONS AND CODES

(PANS-ABC, DOC 8400)

. . .

ABBREVIATIONS

DECODE

. . .

A

. . .

AMDBAerodrome mapping data base

. . .

Editorial Note.—Amend theEncode Section accordingly.

. . .

— END —