APPENDIX A
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:
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APPENDIX A
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).
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 where safety and/or performance-based operations suggest possible benefits .
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 5.
Note: AMDBs can be provided at one of two levels of quality - fine or medium. These levels and the corresponding numerical requirements are defined in EUROCAE ED99() / RTCA DO272().
This note could alternatively be put just after Appendix 5
2.1.4 Provisions about aerodrome mapping databases are included in Annex 15 Chapter 11
Editorial Note.—Renumber subsequent paragraphs accordingly.— — — — — — — —
Proposed amendments to Annex 14 Appendix 5 tables[NOT ICAO FORMATTED]
Horizontal data quality requirements
Exit Guidance Line: upgrade integrity value from essential to critical
InsertParking stand area (accuracy 1m, integrity routine)
Insertnew polygonal features - runway displaced area, runway element, runway intersection - (accuracy 1m, integrity critical) and runway shoulder (accuracy 1m, integrity routine)
Taxiway centre line/parking guidance line points: upgrade integrity from essential to critical (at least for low visibility operations)
InsertSurvey control point (accuracy 0,5m, integrity essential)
Taxiway intersection marking line: upgrade integrity from essential to critical
Vertical Data Quality Requirements
InsertSurvey control point (accuracy 0,25m, integrity essential)
Insert Touchdown zone elevation (accuracy 1m, integrity routine)
APPENDIX B
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 deleted2. / 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)Position and route awareness including moving mapswith ownship position, surface guidance and navigation;
b)traffic awareness including surveillance and runway incursion detection and alerting;
c)facilitation of aerodrome related aeronautical information, including NOTAMs
d)resource and aerodrome facility managementand
e)aeronautical chart production.
The data may also be used in other applications such as training / 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 where safety and/or performance-based operations suggest possible benefits.
11.1.2When provided, aerodrome mapping data shall be in accordance with the requirements set forth in 11.1.2, 11.2 and 11.3.
11.1.3The numerical quality requirements for data elements in AMDBs shall be in accordance with Annex 14 — Aerodromes, Volume I — Aerodrome Design and Operations, Appendix 5.
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 established according to the following factors: user requirements, changes at the surface of the aerodrome, update frequency of eTOD for Area 3 when provided.
11.2Aerodrome mapping data product specification
11.2.1To 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.
11.2.2Each 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.
11.2.3The content and structure of aerodrome mapping data sets shall be defined in terms of an application schema and a feature catalogue as described in section 10.5.5 and following the provisions of section 11.3.
Note — ISO Standard 19109 contains rules for application schema while ISO Standard 19110 describes the feature cataloguing methodology for geographic information.
11.3Aerodrome mapping data base — content and structure
11.3.1An 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.
11.3.2Aerodrome mapping data 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.
11.3.3The AMDB features shall be compliant with the feature catalogue specified by EUROCAE ED119() / RTCA DO291(). A feature catalogue provides a list of feature types and associated attributes which together define the AMDB.
11.3.4The ISO 19115 compliant AMDB metadata elements shall be provided together with the aerodrome mapping dataas specified by EUROCAE ED119() / RTCA DO291().
. . .
— — — — — — — —
F-1 / AN-WP/8375Appendix F
APPENDIX C
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 deleted2. / 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.. . .
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