Annex 15 App 1 AD 2.1 name Text The primary official name of an aerodrome as designated by an appropriate authority.

Transcription

1 Aerodrome location indicator The four letter ICAO location indicator of the aerodrome/heliport, as listed in ICAO DOC 790. AD 2. name The primary official name of an aerodrome as designated by an appropriate authority. AD 2. designator IATA The identifier that is assigned to a location in accordance with rules (resolution 767) governed by the International Air Transport Association (IATA). served city name The full free text name of the city or town the aerodrome/heliport is serving AD 2.2 2) direction Bearing Direction of aerodrome reference point from centre of the city or town which the aerodrome serves AD 2.2 2) distance Value Distance of aerodrome reference point from centre of the city or town which the aerodrome serves AD 2.2 2) type of traffic permitted List type of traffic permitted to use the aerodrome/heliport (international/national, IFR/VFR, scheduled/non-scheduled, AD.3 / AD 2.2 7) general aviation, military and other) heliport type List Surface-level, elevated, shipboard or helideck; Heliports Annex 4 II 2.4. a) certified ICAO List Indicating that the airport is certified according to the ICAO rules. (YES/NO) AD.5 certification date DateType The date when the airport certification has been issued by the supervising authority. AD.5 certification expiration date DateType The date when the airport certification will become invalid. AD.5 use An aerodrome or heliport not open for the public. Only for the use of the owners. AIXM 5. AirportHeliport control type The primary type in terms of civil or military, which controls the airport./joint AIXM 5. AirportHeliport field elevation elevation Elevation The vertical distance above Mean Sea Level (MSL) of the Annex 4 I m Essential Surveyed highest point of the landing area. geoid undulation Distance Geoid undulation at the aerodrome/ Heliport elevation position Magnetic variation date of information and annual change mandatoy where appropriate Annex 4 I m Essential Surveyed reference temperature Value The monthly mean of the daily maximum temperatures for Annex 4 I 2.4. the hottest month of the year at an aerodrome. lowest temperature Value The mean lowest temperature of the coldest month of the year. magnetic variation direction Angle Magnetic variation mandatoy where appropriate contact Doc 868 Part 3 Sect AD 2.2 5) Annex 4 App 5Table A5-3 date DateType The date on which the magnetic variation had this value. AD 2.2 5) annual change The annual rate of change of the magnetic variation. mandatoy where appropriate AD 2.2 5) Contact Infromation Information required to enable contact with the responsible person and/or organisation. AD 2.2 6) degree Essential Surveyed / 22

2 Landing direction indicator Secondary Power Supply Anenometer ABN/IBN WDI Frequency Area Surface Movement guidance description annotation Remarks AD 2.2 8) airport reference point position Coordinates Aerodrome / Heliport reference point. The aerodrome reference point shall be located near the initial or planned geometric centre of the aerodrome. AD 2.2 ) Annex Site site of ARP on the Airport AD 2.2 ) location Location of landing direction indicator AD 2.5 2) lighting Lighting (if any) of landing direction indicator if any AD 2.5 2) type use Secondary power supply AD 2.5 4) availability YES/NO Secondary power supply AD 2.5 4) switchover time seconds Secondary power supply switch-over time AD 2.5 4) location Location of anemometer AD 2.5 2) lighting Lighting (if any) of anemometer if any AD 2.5 2) location YES/NO Aerodrome Beacon AD 2.5 ) location Location of Wind direction indicator AD 3.5 2) lighting Lighting of Wind direction indicator AD 3.5 2) Designated part of a surface movement area where a specific frequency is required by air traffic control or ground control. station Station providing the service frequency Frequency Frequency polygon Coordinates Boundary of the frequence area Use of aircraft stand Use of aircraft stand identification signs and taxiway guidelines AD 2.9 ) Taxiway guidelines Air taxiway markers and air transit route markers AD 2.9 ) Identification signs Visual docking/parking guidance system at aircraft stands AD 2.9 ) Runway markings Runway and taxiway markings AD 2.9 2) Taxiway markings Runway and taxiway markings AD 2.9 2) 30m Routine Surveyed/Cal culated 2 / 22

3 Runway lights Runway and taxiway lights AD 2.9 2) Taxiway lights Runway and taxiway lights AD 2.9 2) Stop bars Stop bars if any AD 2.9 3) Remarks AD 2.9 4) RVR observation site location Coordinates Annex 4 Ch 3 l) aerodrome surface lighting Surfaces type List type of lighting (taxiway centerl line light, taxiwy edge light etc) AD 2.4 position Coordinates location of th lighting Annex 4 take-off and approach surfaces The take-off area is described in The approach area consists of an area on the surface of the earth lying directly below the approach surface as specified in Annex 4, Volume I, Chapter 4 Annex 4 Ch4 3 / 22

4 Runway A defined rectangular area on a land aerodrome prepared for the landing and take-off of aircraft. (Annex 4) designator The full textual designator of the runway, used to uniquely identify it at an aerodrome/heliport which has more than one. E.g. 09/27, 02R/20L, RWY. nominal length Distance The declared longitudinal extent of the runway for operational (performance) calculations. nominal width Distance The declared transversal extent of the runway for operational (performance) calculations. polygon Coordinates geometries of RunwayElement, RunwayDisplacedArea and centerline points Annex 4 I 2.5. a) Annex 4 I 2.5. a) Annex 4 I 2.5. a) RunwayIntersection The profile of the centre line of the runway (including beginning and End of the centerline / the elevation of the runway centre line at each end of the runway, at the stopway, at the origin of each take-off and approach area, and at each significant change of slope of runway and stopway; position Coordinates Annex 4 Ch 3 and 4, 5 elevation Elevation Annex 4 Ch 3 and 4, 5 geoid undulation Value centerline painting line Coordinates Continuous line captured along the painted line in the center of a runway connecting the two thresholds. runway exit line line Coordinates Annex 4 colour List Colour of runway exit line style List Style of runway exit line direc List Directionality of corresponding feature instance, which can be oneway or two-way. surface type Surface Type runway Annex 4 I 2.5. a) strength PCN Pavement classification number Annex 4 I a) strip pavement type Pavement type for ACN-PCN determination Annex 4 I b) subgrade category Subgrade strength category Annex 4 I c) allowable pressure Maximum allowable tire pressure category or maximum allowable tire pressure value Annex 4 I c) evaluation method Evaluation method Annex 4 I c) A defined area including the runway and the stop-way if Annex 4 V provided... defintion length Distance The value of the physical length of the strip. Annex 4 I 2.5. b) width Distance The value of the physical width of the strip. Annex 4 I 2.5. b) m Critical surveyed m Essential surveyed m Critical surveyed 0.25m Critical surveyed 0.5m essentail surveyed Essential Essential 4 / 22

5 Runway Direction shoulder blastpad surface type Annex 4 I 2.5. b) transverse slope Annex 4 I 3..9 longitudinal slope Annex 4 I An area adjacent to the edge of a pavement so prepared as to provide a transition between the pavement and the adjacent surface. Annex 4 V defintion polygon Coordinates Geometry of the runway shoulders surface type Generic surface type (e.g. concrete) width Distance Annex 4 I App 5 Table A5-5 Specially prepared surface placed adjacent to the end of a runway to eliminate the erosive effect of the high wind forces produced by airplanes at the beginning of their take-off roll. (Ref. FAA AC50/5300-8) polygon Coordinates Geometry of the blastpad obstacle free zone The existence of an obstacle-free zone for precision approach runway category I runway marking description Annex 4 I 2.5..g) polygon Coordinates type RWY center line LGT Annex 4 I 2.5. a) length Distance Lenght of runway centre line lights Annex 4 I 2.5. g) spacing Distance Spacing of runway centre line lights Annex 4 I 2.5. g) colour List Colour of runway centre line lights Annex 4 I 2.5. g) intensity List Intensity of runway centre line lights Annex 4 I 2.5. g) RWY Edge LGT length Distance Lenght of runway edge lights Annex 4 I 2.5. g) spacing Distance Spacing of runway edge lights Annex 4 I 2.5. g) colour List Colour of runway edge lights Annex 4 I 2.5. g) Intensity List Intensity of runway edge lights Annex 4 I 2.5. g) restriction m Essential surveyed designator The full textual designator of the landing and take-off direction. Examples: 27, 35L, 0R. Annex 4 I 2.5. a) truebearing Bearing The measured angle between the runway direction and True Annex 4 I 2.5. /00 deg routine surveyed North at a given position. a) type precision (CAT I, II, III) / nonprecision / non-instrument Annex 4 I 2.5. a) threshold position Coordinates Geographical coordinates for each threshold and runway Annex 4 I m Critical Surveyed 5 / 22

6 elevation Elevation Elevation of Threshold Annex 4 I geoid undulation Distance WGS-84 Geoid undulation at ThresholdPosition Annex 4 I threshold type List displaced / threshold Annex d) displacement Distance Displaced threshold distance Annex 4 I App 5 Table A5-5 runway end Coordinates Geographical coordinates for the end postion of the RunwayDirection AD 2.2 5) touch down zone elevation Elevation highest elevation of the touchdown zone of a precision precision Annex 4 I approach runway approach RWY length Annex 4 I length of TDZ lights Annex 4 I slope Value slope (or %) Slope of runway and associated stopways Annex 4 I 2.5. a) LAHSO Land and Hold Short Operations line Coordinates Land and Hold Short Operations (LAHSO) Locations idp Name of runway or taxiway being protected displaced area That portion of a runway between the beginning of the runway and the displaced threshold. polygon Coordinates PCN surface type List aircraft restriction Usage restriction for specified aircraft type stopway clearway RESA A defined rectangular area on the ground at the end of takeoff run available prepared as a suitable area in which an aircraft can be stopped in the case of an abandoned take-off. Annex 4 V definition m routine surveyed m Critical Surveyed length Distance Length of stopway if any Annex 4 I 2.5. m Critical surveyed b) width Distance Width of stopway Annex 4 I 2.5. m Critical surveyed b) geometry Polygon surface type Surface type of stopway Annex 4 I 2.5. b) A defined rectangular area on the ground or water under the Annex 4 V control of the appropriate authority, selected or prepared as a definition suitable area over which an aeroplane may make a portion of its initial climb to a specified height. length Distance Length of clearway Annex 4 I 2.5. f) m Essential surveyed width Distance Annex 4 I App 5 Table A5-5 m Essential surveyed ground profile if any Annex 4 I 2.5. f) Rundway End Safety Area length Runway End Safety Area length Annex 4 I 2.5. b) width Runway End Safety Area width Annex 4 I 2.5. b) See Note ) See Note 2) 6 / 22

7 longitudinal slope Annex 4 I transverse slope Annex 4 I 3.5. TORA Distance Take-off run available Annex 4 I 2.8 a) m Critical surveyed TODA Distance Take-off distance available Annex 4 I 2.8 b) m Critical surveyed ASDA Distance Accelerate-stop distance available Annex 4 I 2.8 c) m Critical surveyed LDA Distance Landing distance available Annex 4 I 2.8 d) m Critical surveyed rejected TODA Distance Rejected Take-off distance available m Critical surveyed AD 3.3 declareddistremarks Remarks AD 2.3 RWY End LGT colour List Colour of runway end lights Annex 4 I 2.5..g) colour of wing bars List Colour of runway end wing bars Annex 4 I 2.5..g) SWY LGT length Distance Length of stopway lights Annex 4 I 2.5..g) colour List Colour of stopway lights Annex 4 I 2.5..g) approach lighting system type List Classification of the approach lighting system using as criteria the ICAO Annex 4 standards Annex 4 I 2.5..g) length Distance The overall length of the approach lighting system. Annex 4 I 2.5..g) intensity List A code indicating the relative intensity of the lighting system. Annex 4 I 2.5..g) runway threshold lights threshold light Runway threshold lights, colours and wing bars Annex 4 I 2.5..g) Colour List Runway threshold lights, colours and wing bars Annex 4 I 2.5..g) Wing bar Runway threshold lights, colours and wing bars Annex 4 I 2.5..g) touchdown zone lights lenght Distance Length of runway touchdown zone lights Annex 4 I 2.5..g) visual approach slope indicator system MEHT Value Minimum eye height over the threshold Annex 4 I 2.2 e) Location Annex 4 I 2.2 a) Angle Value Nominal approach slope angle(s) Annex 4 I 2.2 c) Type List Type of VGSI (VASI, PAPI etc.) Annex 4 I 2.2 b) displacement angle Value Where the axis of the system is not parallel to the runway centre line, the angle of displacement and the direction of displacement, i.e. left or right Annex 4 I 2.2 c) 7 / 22

8 radio altimeter area displacement direction Where the axis of the system is not parallel to the runway centre line, the angle of displacement and the direction of displacement, i.e. left or right Annex 4 I 2.2 c) arresting gear location line Coordinates Arresting Gear Locations arresting system polygon Coordinates setback Distance length Distance width Distance remark Annex 5 App AD 2.2 2) length Value Annex 4 I 3.8 width Value Annex 4 I 3.8 polygon Coordinates Annex 4 I 3.8 Note ) Note 2) Threshold elevation for runways with non-precision 0.5m essential surveyed approaches Threshold elevation for runways with precision approaches 0.25m critical surveyed WGS-84 geoid undulation at runway threshold, non-precision approaches WGS-84 geoid undulation at runway threshold, precision approaches 0.5m essential surveyed 0.25m critical surveyed 8 / 22

9 Subject Property Sub-Property Type Description Condition Reference Accuracy Integrity Orig Type Apron Taxiway name The full textual name or designator used to identify an apron at AD 2.8 an aerodrome/heliport which has more than one. polygon Coordinates Annex 4 apron type List Classification of the primary use for the apron aircraft restriction Usage restriction (prohibition) for specified aircraft type surface type The surface type of the apron Annex 4 I 2.5. d) strength PCN Pavement classification number Annex 4 I a) pavement type Pavement type for ACN-PCN determination Annex 4 I b) subgrade category Subgrade strength category Annex 4 I c) allowable pressure Maximum allowable tire pressure category or maximum Annex 4 I c) allowable tire pressure value evaluation method Evaluation method Annex 4 I c) elevation Annex a) m routine surveyed designator The textual designator of the taxiway. Annex 4 I 2.5. c) width Distance The value of the physical width of the taxiway. Annex 4 I 2.5. c) m essential surveyed polygon Coordinates bridge List Type of bridge (none, overpass, underpass) surface type List Surface type of taxiway Annex 4 I 2.5. c) strength PCN Pavement classification number Annex 4 I a) pavement type Pavement type for ACN-PCN determination Annex 4 I b) subgrade category Subgrade strength category Annex 4 I c) allowable pressure Maximum allowable tire pressure category or maximum Annex 4 I c) allowable tire pressure value evaluation method Evaluation method Annex 4 I c) remarks Annex 5 App 2.8 6) aircraft restrictions Annex d) taxiway edge lights Taxiway edge and taxiway centre line lights Annex 4 I 2.5. g) taxiway centre line lights Taxiway edge and taxiway centre line lights Annex 4 I 2.5. g) center line points position Coordinates Annex 4 I m essential surveyed elevation Elevation Annex 4 I App 5 Table A5-2 m essential surveyed shoulder polygon Coordinates surface type List width Distance Annex 4 I App 5 Table A5-5 m essential surveyed guidance lines line Coordinates colour List style List wingspan Value maxspeed Value direction markings Description of Marking Annex 4 I / 22

10 Subject Property Sub-Property Type Description Condition Reference Accuracy Integrity Orig Type INS checkpoint VOR checkpoint Altimeter Checkpoint aircraft stand deicing area hot spot holding positions intermediate holding position line Coordinates 0.5m essential surveyed rwy id Designator of the runway protected catstop List CAT of runway (0, I, II, III) RWY ahead text Actual text as it exists in the marking. For example, RWY AHEAD or RUNWAY AHEAD. line Coordinates Annex d) 0.5m essentail surveyed position Coordinates Position of the INS check point where available Table A7- position Coordinates Position of the VOR check point where available Annex 4 I 2.5. h) frequency Frequency of the VOR check point Annex 4 I 2.5. h) position Coordinates Location of altimeter checkpoints Annex 4 I 2.7. elevation Elevation Elevation of altimeter checkpoints Annex 4 I m routine surveyed name acft stand points position Coordinates Annex 4 I m routine surveyed aircraft types Aircraft types identification sign Annex 4 I visual docking parking Annex 4 I 2.5. g) guidance system parking stand area polygon jetway List fuel List ground power List towing List terminal Terminal Building reference surface type List aircraft restriction PCN stand guidance line line Coordinates 0.5m essential surveyed elevation Elevation Parking guidance line points elevation Annex 4 App. 5 m essential surveyed direction List wingspan Value colour List style List identifier polygon Coordinates m routine surveyed surface type The surface characteristics of the deicing area Annex d) idbase Name of underlying Taxiway, Parkingstand or Apron Element aircraft restriction Aircraft restriciont identifier polygon Coordinates 0 / 22

11 Subject Property Sub-Property Type Description Condition Reference Accuracy Integrity Orig Type helicopter air transit routes helicopter air taxiway designator A defined path established for the movement of helicopters from one part of a heliport to another. A taxi-route includes a helicopter air or ground taxiway which is centred on the taxiroute. Annex g) path Coordinate Annex g) width AD 3.8 3) m essential surveyed lighting Annex g) markings Annex g) A defined path on the surface established for the air taxiing of helicopters. (Annex 4) designator Annex g) points Coordinate Annex 4 II App Table 0.5m essential surveyed/ A- calculated elevation Elevation Annex 4 II App Table m essential surveyed A-2 width Annex 4 II 2.4. e) m essential surveyed surface type Annex 4 II 2.4. e) lighting Annex 4 II 2.4. h) markings Annex 4 II 2.4. h) / 22

12 FATO TLOF threshold point Final approach and take-off area. A defined area over which the final phase of the approach manoeuvre to hover or landing is completed and from which the take-off manoeuvre is commenced. Where the FATO is to be used by helicopters operated in performance class, the defined area includes the rejected take-off area available. Annex 4 II definition position Coordinate Annex 4 II App m critical surveyed Table A- elevation Elevation Annex 4 II App Table A-2 See Note ) geoid undulation Distance Annex 4 II App Table A-2 See Note 2) type Annex 4 II 2.4 c) designation Annex 4 II 2.4 c) polygon Coordinate length Distance Annex 4 II App m critical surveyed Table A-5 width Distance Annex 4 II 2.4 c) slope (or %) Annex 4 II 2.4 c) surface type List Annex 5 AD 2.6 3) true bearing Annex 4 II App /00 deg routine surveyed Table A-4 declared distances Annex 4 II 2.5 approach lighting Annex 5 AD 2.6 6) / 3.4 3) type Annex 5 AD 2.6 6) / 3.4 3) length Annex 5 AD 2.6 6) / 3.4 3) intensity Annex 5 AD 2.6 6) / 3.4 3) area lights Annex 5 AD 2.6 6) / 3.4 3) chracteristic Annex 5 AD 2.6 6) / 3.4 3) location Annex 5 AD 2.6 6) / 3.4 3) aiming point lights AD 3.4 4) position Coordinate also see Annex g) reg. FATO and TLOF marking and Annex g) lighting on AD Chart chracteristic AD 3.4 4) location AD 3.4 4) Touchdown and lift-off area. An area on which a helicopter Annex 4 II may touch down or lift off. definition designator center point Annex 4 II m critical surveyed 2 / 22

13 safety area helicopter clearway position Coordinate AD 2.6 ) elevation Elevation Annex 4 V2 Appendix 2 2. does stipulate the elevation to be measured but does not give DQR for the elevation AD 2.6 2) geoid undulation Elevation Annex 4 V2 Appendix 2 2. does not stipulate the geoid undulation to be measured but gives DQR for the geoid AD 2.6 ) undulation length Distance Annex 4 II 2.4. b) width Distance Annex 4 II 2.4. b) polygon Coordinate surface type List marking also see Annex g) reg. FATO and TLOF marking and Annex g) lighting on AD Chart lighting system AD 3.4 5) chracteristic Annex 5 App AD 2.6 6) location Annex 5 AD 2.6 6) A defined area on a heliport surrounding the FATO which is free of obstacles, other than those required for air navigation purposes, and intended to reduce the risk of damage to helicopters accidentally diverging from the FATO. length Distance Annex 4 Ch 3 Annex 4 II 2.4. d) width Distance Annex 4 Ch 3 Annex 4 II 2.4. d) surface type Annex 4 Ch 3 Annex 4 II 2.4. d) A defined area on the ground or water, selected and/or prepared as a suitable area over which a helicopter operated in performance class may accelerate and achieve a specific height. Annex 4 II definition length Annex 4 II 2.4. g) ground profile Annex 4 II 2.4. g)?????? m critical surveyed m critical surveyed Note ) FATO threshold, for heliports with or without a PinS approach 0.5m essential surveyed Note 2) FATO threshold, for heliports intended to be operated in accordance with ICAO Annex 4, Appendix 2 WGS 84 geoid undulation at FATO threshold, TLOF geometric centre, for heliports with or without a PinS approach See Note 2) 0.25m critical surveyed 0.5m essential surveyed 3 / 22

14 52 WGS 84 geoid undulation at FATO threshold, TLOF geometric centre, for heliports intended to be operated in accordance with ICAO Annex 4, Appendix m critical surveyed 4 / 22

15 K Subject Property Sub-Property Type Obligation Description Condition Reference Accuracy Integrity Orig Type Obstacle obstacle identifier m Each obstacle that has been collected should be allocated a unique identifier which will remain the primary means of identifying the obstacle throughout its life, i.e. it should not be changed as a result of a resurvey or reissue of a data set. The identifier should be independent of any data set within which it is contained, such that if it were to appear in more than one area or delivered data set, it should retain the same identifier. In order to achieve this, there is a need to carefully consider the application of a policy for the allocation of unique identifiers and the reconciliation of obstacles between different surveys (either resulting from overlapping surveys or resurveys) must be assured. horizontal position Coordinates Lines Surfaces m The horizontal position should contain sufficient location information to describe the profile of the obstacle, either as a point, line or polygon. The determination of which of these should be used will be based upon the size of the obstacle and the areas within which it exists. The horizontal position should be provided for each obstacle in the data set (data level). All horizontal positions should be referenced to a single horizontal reference system. Geometry Type: An indication of how the obstacle is described, in respect of whether it is a point, line or polygon (data level). horizontal extent Distance m The horizontal extent could be used to indicate the horizontal footprint of an obstacle (data level). Given that the geometry type already describes the profile of an obstacle, it is recommended that this attribute is only used for point or line obstacles, to indicate the level of geometric simplification elevation Elevation m Each obstacle should have the elevation of its highest point measured and recorded in the data set (data level). All elevations should be measured using a single vertical reference system. height Distance o Whilst the elevation of an obstacle typically comprises its height above MSL, its height above ground level should also be measured (data level). It should, however, be noted that the key information is the elevation of the obstacle and that the height above ground for an obstacle may vary depending on the position at which it is measured and an uneven ground profile. obstacle type List m An indication of the type of obstacle recorded. This should be assessed against a generic set of obstacle types which includes types such as tree, building, wind-turbine, etc. geometry type List m An indication of how the obstacle is described, in respect of whether it is a point, line or polygon. date and time stamp Date m This attribute should be applied at the data level and the date and time at which the data set was created or last modified should also be provided. operations List o This attribute is used to reflect the current status of the obstacle. It may be used, for example, to indicate that the obstacle is: Planned; Under construction; Completed; Demolition planned; In demolition. Annex 5 App 8 Annex 5 App 8 Annex Annex 5 App 8 Annex 5 App 8 Annex Annex 5 App 8 Annex 5 Ch 0 Annex Annex 5 App 8 Annex 5 App 8 Annex 5 App 8 0.5m / 5m Essential surveyed 0.5m / 3m 5 / 22

16 K Subject Property Sub-Property Type Obligation Description Condition Reference Accuracy Integrity Orig Type effectivity o Unlike terrain which changes slowly and tends to be already exist when it is measured, many obstacles are planned, built and, in time, removed. As a result, obstacles may need to be published which do not yet exist but which will do at a defined point in time (or at least the protection area for them must be made available to allow for their construction). Consequently, information may be made available that it is known to not be effective until a point in the future. This attribute should be used to indicate when an obstacle should be considered as being effective (i.e. impacting flight operations) and when it is no longer effective. The effectivity of individual obstacles should be recorded (data level) and the complete data set should have its effective period identified. lighting type List m Any lighting which may be used for aviation purposes (i.e. that required by ICAO) which is situated on the obstacles in the data set should be recorded using this attribute. It is applicable to individual obstacles and, therefore, applies at the data level. The actual lighting associated with an obstacle should be confirmed. Sole reliance upon legal obligations for the owner to notify the authorities of lighting should be minimised. Annex 5 App 8 Annex 5 App 8 Annex colour List Annex 5 App 8 marking List or m Any markings intended to be used for aviation purposes (i.e. those required by ICAO) which are applied to obstacles in the data set should be recorded using this attribute. It is applicable to individual obstacles and, therefore, applies at the data level. The actual marking associated with an obstacle should be confirmed. Sole reliance upon legal obligations for the owner to notify the authorities of marking should be minimised. Annex 5 App 8 Annex material List 6 / 22

17 Subject Property Sub-Property Type Description Remark Reference Accuracy Integrity Orig Type service roads construction area water survey control point ASRN node ASRN edge Aircraft Servicing Areas and Buildings Permanently unservicable Areas polygon Coordinates featbase Reference of underlying feature idbase name of underlying Element polygon Coordinates polygon Coordinates name location Coordinates elevation Elevation coord Coordinates in local/national coordinate system idnetwrk Idenification of network idthr termref nodetype catstop position Coordinates idnetwrk direc noderef node2ref edgetype edgederv line Coordinates Annex 4 Ch3 Annex 4 Ch3 7 / 22

18 C D E F G H I J Sub-Property Type Description Note Reference Accuracy Integrity Orig Type Passenger facilities available at the aerodrome/heliport at or in the vicinity of aerodrome or a reference to other information sources such as a website Passenger facilities available at the aerodrome/heliport at or in the vicinity of aerodrome or a reference to other information sources such as a website Passenger facilities available at the aerodrome/heliport at or in the vicinity of aerodrome or a reference to other information sources such as a website Passenger facilities available at the aerodrome/heliport at or in the vicinity of aerodrome or a reference to other information sources such as a website Passenger facilities available at the aerodrome/heliport at or in the vicinity of aerodrome or a reference to other information sources such as a website Passenger facilities available at the aerodrome/heliport at or in the vicinity of aerodrome or a reference to other where available AD 2.5 ) where available AD 2.5 2) where available AD 2.5 3) where available AD 2.5 4) where available AD 2.5 5) where available AD 2.5 6) information sources such as a website AD 2.5 7) Handling services and facilities available at the aerodrome/heliport to include cargo-handling facilities Handling services and facilities available at the aerodrome/heliport to include cargo-handling facilities Handling services and facilities available at the aerodrome/heliport to include cargo-handling facilities Handling services and facilities available at the aerodrome/heliport to include cargo-handling facilities Capability and information on disabled aircraft removal services where available AD 2.4 4) where available AD 2.4 5) AD 2.4 6) where available AD 2.4 ) AD 2.6 3) Annex Annex AD 2.4 7) Equipment for the clearance of aerodrome/heliport movement areas specifying type(s) of clearing equipment where available AD 2.7 ) Description of the snow removal priorities. where available AD 2.7 2) AD 2.7 3) A code indicating a type of fuel for aircraft and helicopters (e.g. OCT73, OCT80-87, AVGAS, OCT00-30, OCT5-45, MOGAS, JET, A, A+, B, JP4, JP5). A code indicating the category of oil available at an aerodrome/heliport. Handling services and facilities available at the aerodrome/heliport to include cargo-handling facilities where available AD 2.4 2) where available AD 2.4 2) where available AD 2.4 3) 8 / 22

19 C D E F G H I J Sub-Property Type Description Note Reference Accuracy Integrity Orig Type A standard categorisation of the rescue and fire-fighting capabilities of an aerodrome on the basis of the length and fuselage width of the largest aircraft to be rescued. The rescue and fire fighting equipment available at the aerodrome/heliport AD 2.6 ) Annex 4 I 2. AD 2.6 2) AD 2.6 4) Name of the associated meteorological office AD 2. ) Schedule Hours of service and, where applicable, the designation of the responsible meteorological office outside these hours AD 2. 2) Schedule Hours of service and, where applicable, the designation of the where responsible meteorological office outside these hours applicable AD 2. 2) Office responsible for preparation of TAFs and periods of validity and interval of issuance of the forecasts AD 2. 3) Office responsible for preparation of TAFs and periods of validity and interval of issuance of the forecasts AD 2. 3) Availability of the trend forecasts for the aerodrome/ Heliport, and interval of issuance AD 2. 4) Availability of the trend forecasts for the aerodrome/ Heliport, and interval of issuance AD 2. 4) Information on how briefing and/or consultation is provided AD 2. 5) Types of flight documentation supplied and language(s) used in flight documentation AD 2. 6) Charts and other information displayed or available for briefing or consultation AD 2. 7) Supplementary equipment available for providing information on meteorological conditions, e.g. weather radar and receiver for satellite images The air traffic services unit(s) provided with meteorological information if any AD 2. 8) if any AD 2. 9) Timesheet The hours of operation and location of services Annex 5 App 2 AD 2.3 ) Timesheet The hours of operation and location of services Annex 5 App 2 AD 2.3 2) Timesheet The hours of operation and location of services Annex 5 App 2 AD 2.3 3) Timesheet The hours of operation and location of services where available Annex 5 App 2 AD 2.3 4) Timesheet The hours of operation and location of services Annex 5 App 2 AD 2.3 5) Timesheet The hours of operation and location of services where available Annex 5 App 2 AD 2.3 6) Timesheet The hours of operation and location of services Annex 5 App 2 AD 2.3 7) 9 / 22

20 C D E F G H I J Sub-Property Type Description Note Reference Accuracy Integrity Orig Type Timesheet The hours of operation and location of services Annex 5 App 2 AD 2.3 8) Timesheet The hours of operation and location of services Annex 5 App 2 AD 2.3 9) Timesheet The hours of operation and location of services Annex 5 App 2 AD 2.3 0) Timesheet The hours of operation and location of services Annex 5 App 2 AD 2.3 ) Annex 5 App 2 AD 2.3 2) 20 / 22

21 radio navigation aid type list type of aids GEN 2.5 AD 2.9 ) identification The identifying code given to the navaid GEN 2.5 AD 2.9 2) name The long name given to the navaid GEN 2.5 area of operation En-Route / Terminal GEN 2.5 4) aerodrome served for GBAS GBAS AD 3.8 7) operating authority operating authority of the facility If the operating authority of the AD 3.8 7) facility is other than the designated governmental agency, type of supported ops type of supported operation for ILS/MLS, basic GNSS, SBAS, AD 2.9 ) and GBAS hours of operations Schedule AD 2.9 4) magnetic variation direction Value magnetic variation AD 2.9 ) Annex 4 I App 5 table A5-3 date Date required with mag var declination Value station declination used for technical line-up of the aid; VOR/ILS/MLS AD 2.9 ) degree essential surveyed emission class List A code indicating the type of emission, as defined at the 979 AIXM 5. ITU World Administrative Radio Conference emission band List The emission band for the NDB (U, H, M, Other) NDB AIXM 5. frequency Frequency AD 2.9 3) channel List DME /SBAS GBAS AIXM 5. IFPP RPI reference path identifier(s) (RPI), SBAS GBAS IFPP position Coordinates Annex 4 3 m essential surveyed elevation Elevation DME see Note ) elevation GBAS Elevation elevation of GBAS reference point, and the GBAS Annex 5 AMDT 38 m /ft essential ellipsoid height of the point to the nearest metr e or foot. For SBAS, the ellipsoid height of the landing threshold point (LTP) or the fictitious threshold point (FTP) to the nearest metre or foot; ellipsoidal height Value ellipsoid height of the GBAS reference point, GBAS Annex 5 AMDT 38 magnetic bearing Value AIXM 5. true bearing Value AIXM 5. zero bearing direction list Direction of the 'zero bearing' provided by the station. For example: magnetic north, true north VOR AIXM 5. localizer alignment Bearing ILS Annex 4 App 5 Table A5-4 /00 deg essential surveyed zero azimuth alignment Bearing MLS zero azimuth alignment MLS Annex 4 App 5 Table A5-4 /00 deg essential surveyed angle Value The angle of the glide path of an ILS or the normal glide path ILS/MLS AIXM angle for the MLS installation RDH Value The value of the ILS Reference Datum Height (ILS RDH). ILS Annex App 5 Table 2 0.5m critical calculated width course Value The localizer course width Localizer AIXM localizer antenna rwy Distance ILS localizer runway/fato end distance ILS Annex j) 3 m routine calculated end distance glideslope antenna Diatance ILS glideslope antenna - threshold distance along centerline ILS Annex j) 3 m routine calculated TRSH distance ILS marker TRSH distance Distance ILS markter - threshold distance ILS Annex j) 3 m essentail calculated 2 / 22

22 DME antenna TRSH Distance ILS DME antenna - threshold distance along centerline ILS Annex j) 3 m essential calculated distance MLS azi antenna rwy Distance MLS azimuth antenna - runway/fato end distance MLS Annex j) 3 m routine calculated end distance MLS elev antenna TRHS Distance MLS elevation antenna - threshold distance along centre line MLS Annex j) 3 m routine calculated distance MLS DME antenna Distance MLS DME/P antenna - threshold distance along centre line MLS Annex j) 3 m essential calculated TRHS distance DOC Designated operational coverage (DOC) see remark AD 2.9 7) range Value DOC range or service volume radius from the GBAS reference point Annex 5 AMDT 38 remarks Facility coverage must be indicated in the remarks column. AD 2.9 7) Note ) DME Annex 30m/00ft essential surveyed DME/P Annex 4 3 m essential surveyed 22 / 22