Publication: Magyar Közlöny
Issue: MK-2007-70 (Year: 2007, Number: 70)
Era: 2004-2010
Section: Melléklet a 2007. évi XLVI. törvényhez
Paragraph Index: 5791

c) penetrates the inner approach surface, the inner transitional surface or the balked landing surface; shall be frangible and mounted as low as possible. 9.9.7 Existing non-visual aids need not meet the requirement of 9.9.6 b) until 1 January 2010. Note.— See 5.3.1.5 for the protection date for existing elevated approach lights. 9.9.8 Recommendation.— Any equipment or installation required for air navigation purposes which is an obstacle of operational significance in accordance with 4.2.4, 4.2.11, 4.2.20 or 4.2.27 should be frangible and mounted as low as possible. 9.10 Fencing Application 9.10.1 Recommendation.— A fence or other suitable barrier should be provided on an aerodrome to prevent the entrance to the movement area of animals large enough to be a hazard to aircraft. 9.10.2 As of 23 November 2006, a fence or other suitable barrier shall be provided on an aerodrome to prevent the entrance to the movement area of animals large enough to be a hazard to aircraft. 9.10.3 Recommendation.— A fence or other suitable barrier should be provided on an aerodrome to deter the inadvertent or premeditated access of an unauthorized person onto a non-public area of the aerodrome. Note 1.— This is intended to include the barring of sewers, ducts, tunnels, etc., where necessary to prevent access. Note 2.— Special measures may be required to prevent the access of an unauthorized person to runways or taxiways which overpass public roads. 9.10.4 As of 23 November 2006, a fence or other suitable barrier shall be provided on an aerodrome to deter the inadvertent or premeditated access of an unauthorized person onto a non-public area of the aerodrome. Note 1.— This is intended to include the barring of sewers, ducts, tunnels, etc., where necessary to prevent access. Note 2.— Special measures may be required to prevent the access of an unauthorized person to runways or taxiways which overpass public roads. 9.10.5 Recommendation.— Suitable means of protection should be provided to deter the inadvertent or premeditated access of unauthorized persons into ground installations and facilities essential for the safety of civil aviation located off the aerodrome. 9.10.6 As of 23 November 2006, suitable means of protection shall be provided to deter the inadvertent or premeditated access of unauthorized persons into ground installations and facilities essential for the safety of civil aviation located off the aerodrome. Location 9.10.7 Recommendation.— The fence or barrier should be located so as to separate the movement area and other facilities or zones on the aerodrome vital to the safe operation of aircraft from areas open to public access. 9.10.8 As of 23 November 2006, the fence or barrier shall be located so as to separate the movement area and other facilities or zones on the aerodrome vital to the safe operation of aircraft from areas open to public access. 9.10.9 Recommendation.— When greater security is thought necessary, a cleared area should be provided on both sides of the fence or barrier to facilitate the work of patrols and to make trespassing more difficult. Consideration should be given to the provision of a perimeter road inside the aerodrome fencing for the use of both maintenance personnel and security patrols. 9.11 Security lighting Recommendation.— At an aerodrome where it is deemed desirable for security reasons, a fence or other barrier provided for the protection of international civil aviation and its facilities should be illuminated at a minimum essential level. Consideration should be given to locating lights so that the ground area on both sides of the fence or barrier, particularly at access points, is illuminated. 23/11/06 No. 8 2007/70/II. szám ANNEX 14 — VOLUME I 10-1 25/11/04 CHAPTER 10. AERODROME MAINTENANCE 10.1 General 10.1.1 Recommendation.— A maintenance programme, including preventive maintenance where appropriate, should be established at an aerodrome to maintain facilities in a condition which does not impair the safety, regularity or efficiency of air navigation. Note 1.— Preventive maintenance is programmed maintenance work done in order to prevent a failure or degradation of facilities. Note 2.— “Facilities” are intended to include such items as pavements, visual aids, fencing, drainage systems and buildings. 10.1.2 Recommendation. — The design and application of the maintenance programme should observe Human Factors principles. Note.— Guidance material on Human Factors principles can be found in the Human Factors Training Manual. 10.2 Pavements 10.2.1 The surface of pavements (runways, taxiways, aprons and adjacent areas) shall be kept clear of any loose stones or other objects that might cause damage to aircraft structures or engines, or impair the operation of aircraft systems. Note.— Guidance on precautions to be taken in regard to the surface of shoulders is given in Attachment A, Section 8, and the Aerodrome Design Manual, Part 2. 10.2.2 The surface of a runway shall be maintained in a condition such as to prevent formation of harmful irregularities. Note.— See Attachment A, Section 5. 10.2.3 Measurements of the friction characteristics of a runway surface shall be made periodically with a continuous friction measuring device using self-wetting features. Note.— Guidance on evaluating the friction characteristics of a runway is provided in Attachment A, Section 7. Additional guidance is included in the Airport Services Manual, Part 2. 10.2.4 Corrective maintenance action shall be taken when the friction characteristics for either the entire runway or a portion thereof are below a minimum friction level specified by the State. Note.— A portion of runway in the order of 100 m long may be considered significant for maintenance or reporting action. 10.2.5 Recommendation.— Corrective maintenance action should be considered when the friction characteristics for either the entire runway or a portion thereof are below a maintenance planning level specified by the State. 10.2.6 Recommendation.— When there is reason to believe that the drainage characteristics of a runway, or portions thereof, are poor due to slopes or depressions, then the runway friction characteristics should be assessed under natural or simulated conditions that are representative of local rain and corrective maintenance action should be taken as necessary. 10.2.7 Recommendation.— When a taxiway is used by turbine-engined aeroplanes, the surface of the taxiway shoulders should be maintained so as to be free of any loose stones or other objects that could be ingested by the aeroplane engines. Note.— Guidance on this subject is given in the Aerodrome Design Manual, Part 2. 10.2.8 The surface of a paved runway shall be maintained in a condition so as to provide good friction characteristics and low rolling resistance. Snow, slush, ice, standing water, mud, dust, sand, oil, rubber deposits and other contaminants shall be removed as rapidly and completely as possible to minimize accumulation. Note.— Guidance on determining and expressing the friction characteristics when conditions of snow or ice cannot be avoided is given in Attachment A, Section 6. The Airport Services Manual, Part 2, contains further information on this subject, on improving friction characteristics and on clearing of runways. 10.2.9 Recommendation.— A taxiway should be kept clear of snow, slush, ice, etc., to the extent necessary to enable aircraft to be taxied to and from an operational runway. 10.2.10 Recommendation.— Aprons should be kept clear of snow, slush, ice, etc., to the extent necessary to enable 24/11/05 No. 7 2007/70/II. szám Annex 14 — Aerodromes Volume I 25/11/04 10-2 aircraft to manoeuvre safely or, where appropriate, to be towed or pushed. 10.2.11 Recommendation.— Whenever the clearance of snow, slush, ice, etc., from the various parts of the movement area cannot be carried out simultaneously, the order of priority should be as follows but may be altered following, as necessary, consultation with the aerodrome users: 1st — runway(s) in use; 2nd — taxiways serving runway(s) in use; 3rd — apron(s); 4th — holding bays; and 5th — other areas. 10.2.12 Recommendation.— Chemicals to remove or to prevent the formation of ice and frost on aerodrome pavements should be used when conditions indicate their use could be effective. Caution should be exercised in the application of the chemicals so as not to create a more slippery condition. Note.— Guidance on the use of chemicals for aerodrome pavements is given in the Airport Services Manual, Part 2. 10.2.13 Chemicals which may have harmful effects on aircraft or pavements, or chemicals which may have toxic effects on the aerodrome environment, shall not be used. 10.3 Runway pavement overlays Note.— The following specifications are intended for runway pavement overlay projects when the runway is to be returned to an operational status before overlay of the entire runway is complete thus normally necessitating a temporary ramp between the new and old runway surfaces. Guidance on overlaying pavements and assessing their operational status is given in the Aerodrome Design Manual, Part 3. 10.3.1 The longitudinal slope of the temporary ramp, measured with reference to the existing runway surface or previous overlay course, shall be:

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