Arlington Municipal Airport Development Plan Arlington Airport Development Plan | Page 126

TABLE 3H Taxiway Dimensions and Standards Arlington Municipal Airport STANDARDS BASED ON WINGSPAN Taxiway Protection Taxiway Safety Area width (feet) Taxiway Object Free Area width (feet) Taxilane Object Free Area width (feet) Taxiway Separation Taxiway Centerline to: Fixed or Movable Object (feet) Parallel Taxiway/Taxilane (feet) Taxilane Centerline to: Fixed or Movable Object (feet) Parallel Taxilane (feet) Taxiway Centerline to: Runway 16-34 Centerline (feet) Wingtip Clearance Taxiway Wingtip Clearance (feet) Taxilane Wingtip Clearance (feet) STANDARDS BASED ON TDG Taxiway Width Standard (feet) Taxiway Edge Safety Margin (feet) Taxiway Shoulder Width (feet) 1 ADG II ADG III 79 131 115 118 186 162 65.5 105 93 152 57.5 97 81 140 400 1 400 26 18 TDG 2 35 7.5 10 34 23 TDG 3 50 10 20 A separation of 300 feet is permissible for RDC C-II with not lower than ¾-mile visibility minimums ADG: Airplane Design Group TDG: Taxiway Design Group Source: FAA AC 150/5300-13A, Change 1, Airport Design Taxiway Design Considerations FAA AC 150/5300-13A, Airport Design, provides guidance on recommended taxiway and taxilane lay- outs to enhance safety by avoiding runway incursions. A runway incursion is defined as “any occur- rence at an airport involving the incorrect presence of an aircraft, vehicle, or person on the protected area of a surface designated for the landing and takeoff of aircraft.” The taxiway system at Arlington Municipal Airport generally provides for the efficient movement of aircraft; however, recently published AC 150/5300-13A, Airport Design, provides recommendations for taxiway design. The following is a list of the taxiway design guidelines and the basic rationale behind each recommendation: 1. Taxi Method: Taxiways are designed for “cockpit over centerline” taxiing with pavement being suf- ficiently wide to allow a certain amount of wander. On turns, sufficient pavement should be pro- Chapter Three - 34