Taxiway Longitudinal Slope
{"Image DocumentName": "Taxiway Longitudinal Slope", "Image ImageDescription": "SKEP No 77-VI ICAO ANEX 14 Tahun Where slope changes on a taxiway cannot be avoided, the transition from one slope to another slope should be accomplished by a curved surface with a rate of change not exceeding: \u2014 1 per cent per 30 m (minimum radius of curvature of m) where the code letter is C, D, E or F; and. \u2014 1 per cent per 25 m (minimum radius of curvature of m) where the code letter is A or B.", "Image XResolution": "37", "Image YResolution": "37", "Image ResolutionUnit": "Pixels/Centimeter", "Image Software": "SlidePlayer", "Image YCbCrPositioning": "Centered"}