Runways Sample Clauses

Runways. 4. Hangars; or
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Runways. Item Runway width Width of Runway shoulder ICAO SARPs and ADM The width of a rwy should be not less than 45m where the code letter is E, 60m where the code letter is F. [RP] A14 P3.1.9 The rwy shoulders should extend symmetrically on each side of the rwy so that overall width of rwy and its shoulders is not less than 60m where the code letter is E and 75m where the code letter is F. [RP] A14 P3.2.3 Strength of rwys: A rwy should be capable of withstanding the traffic of aeroplanes the rwy is intended to serve. [RP] A14 P3.1.20 Strength of rwy shoulders: A rwy shoulder should be prepared or constructed so as to be capable, in the event of an aeroplane running off the rwy, of supporting the aeroplane without inducing structural damage to the aeroplane and of supporting ground vehicles which may operate on the shoulder. [RP] A14 P3.2.5 A rwy shoulder should be prepared or constructed so as to minimise any hazard to an aeroplane running off the rwy. ADM Pt1 P5.2.2 In some cases, the bearing strength of the natural ground may be sufficient, without special preparation, to meet the requirements for shoulders. ADM Pt1 P5.2.3 Attention should also be paid when designing shoulders to prevent the ingestion of stones or other objects by turbine engines. ADM Pt1 P5.2.4 In case of special preparation, visual contrast between rwy and rwy shoulders may be needed. ADM Pt1 P5.2.5
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Runways. The portions of the Airport used for the purpose of landing and taking off of aircraft, including approaches thereto.
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Runways. Item Runway width Width of Runway shoulder ICAO SARPs and ADM The width of a rwy should be not less than 45m where the code letter is E or F, the OMGWS is less than 15m, and the aircraft has two engines. [RP] A14 P3.1.10 Strength of rwys: A rwy should be capable of withstanding the traffic of aeroplanes the rwy is intended to serve. [RP] A14 P3.1.21 The rwy shoulders should extend symmetrically on each side of the rwy so that overall width of rwy and its shoulders is not less than 60m where the code letter is E or F, the OMGWS is less than 15m, and the aircraft has two engines. [RP] A14 P3.2.3 Strength of rwy shoulders: - A rwy shoulder should be prepared or constructed so as to be capable, in the event of an aeroplane running off the rwy, of supporting the aeroplane without inducing structural damage to the aeroplane and of supporting ground vehicles which may operate on the shoulder. [RP] A14 P3.2.5 - A rwy shoulder should be prepared or constructed so as to minimize any hazard to an aeroplane running off the rwy. ADM Pt1 P5.2.3 - In some cases, the bearing strength of the natural ground may be sufficient, without special preparation, to meet the requirements for shoulders. ADM Pt1 P5.2.4 - When designing shoulders, prevention of the ingestion of stones or other objects by turbine engines should be an important consideration. ADM Pt1 P5.2.5 - In case of special preparation, visual contrast between rwy and rwy shoulders may be needed. ADM Pt1 P5.2.6 ICAO Rationale Amendment 14 to Annex 14 7th Edition presents the Aerodrome Design and Operations Panel (ADOP) consideration that original runway width recommendations for New Large Aircraft (NLA) were overly conservative. Amendment 14 to Annex 14 7th presents the Aerodrome Design and Operations Panel (ADOP) consideration that original runway shoulder width recommendations for New Large Aircraft (NLA) were overly conservative. BACG Agreement A minimum central 45m of pavement of full load bearing strength shall be provided. - Compliance with the minimum 60m ICAO Code Letter E runway + shoulders width - Minimum of 2x7.5m wide shoulders on existing 45m wide rwys Depending on local conditions, decision on the composition and thickness of rwy shoulders to be taken by each national authority and/or airport operator. If relevant to local conditions, snow removal and ice control as recommended by ICAO (Doc 9137-AN/898) Justifica tion Material No specific justification needed after Annex 14 7th edition amendment 14 No s...
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Runways. Including length, width, dimensional criteria, safety critical areas and approach and transitional surfaces, orientation, crosswind or secondary runway needs, pavement type, condition and strength; based on ARC/RDC and critical aircraft.
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Runways. The paved portions of the AOA and the Public Airfield Facilities identified and used exclusively by aircraft for taking off and landing and taxiing immediately before and immediately after takeoffs and landings.
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Runways. Renters shall use only established hard-surfaced runways except when authorized by Journeys Management prior to such use, or in cases of emergencies.
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