The URL can be used to link to this page

Appendix GAPPENDIX G AIRPORT DESIGN AIRPLANE AND AIRPORT DATA Aircraft Approach Category B Airplane Design Group I (Small Airplanes Exclusively) Airplane wingspan . . . . . . . . . . . . . . 48.99 feet Primary runway end approach visibility minimums are not lower than 3/4 mile Other runway end approach visibility minimums are visual exclusively Airplane undercarriage width (1.15 x main gear track) . . . 41.00 feet RUNWAY AND TAXIWAY WIDTH AND CLEARANCE STANDARD DIMENSIONS Airplane Group/ARC Runway centerline to parallel runway centerline simultaneous operations when wake turbulence is not treated as a factor: VFR operations with no intervening taxiway . . . . . . . . . . 700 feet VFR operations with one intervening taxiway . . . . . . . . . 700 feet VFR operations with two intervening taxiways . . . 700 feet IFR approach and departure with approach to near threshold 2500 feet less 100 ft for each 500 ft of threshold stagger to a minimum of 1000 feet. Runway centerline to parallel runway centerline simultaneous operations when wake turbulence is treated as a factor: VFRoperations . . . . . . . . . . . . . . . . . . . . . . . . 2500 feet IFRdepartures . . . . . . . . . . . . . . . . . . . . . . . . 2500 feet IFR approach and departure with approach to near threshold . . 2500 feet IFR approach and departure with approach to far threshold 2500 feet plus 100 feet for each 500 feet of threshold stagger. IFR approaches . . . . . . . . . . . . . . . . . . . . . . . . 3400 feet Runway centerline to parallel taxiway/taxilane centerline . 149.5 150 feet )Runway centerline to edge of aircraft parking . . . . . . . 125.0 125 feet (Runway width ... 60 feet Runway shoulder width . . . . . . . . . . . . . . . . . . . . . . 10 feet Runway blast pad width . . . . . . . . . . . . . . . . . . . . . 80 feet ,Runway blast pad length . . . . . . . . . . . . . . . . . . . . . 60 feet Runway safety area width . . . . . . . . . . • . . . . . . . . 120 feet Runway safety area length beyond each runway end or stopway end, whichever is greater . . . . . . . . . . . . . 240 feet Runway object free area width . . . . . . . . . . . . . . . . 250 feet Runway object free area length beyond each runway end or stopway end, whichever is greater . . . . . . . . . . . . . 240 feet Clearway width . . . . . . . . . . . . . . . . . . . . . . . . . 500 feet stopway width . . . . . . . . . . . . . . . . . . . . . . . . . . 60 feet lObstacie free zone (OFZ): Runway OFZ width . . . . . . . . . . . . . . . . . . . . . . . 250 feet Runway OFZ length beyond each runway end . . . . . . . . . . . 200 feet Inner --approach OFZ width . . . . . . . . . . . . . . . 250 feet Inner -approach OFZ length beyond approach light system . . . . 200 feet Inner -approach OFZ slope from 200 feet beyond threshold . . . 50:1 Inner -transitional OFZ slope . . . . . . . . . . . . . . . . . 0:1 f-..nway protection zone at the primary runway end: Width 200 feet from runway end . . . . . . . . . . . . . . . 1000 feet Width 1900 feet from runway end . . . . . . . . . . . . . . . 1510 feet Length . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1700 feet Runway protection zone at other runway end: Width 200 feet from runway end . . . . . . . . . . . . . . . Width 1200 feet from runway end . . . . . . . . . . . . . . . Length. . . . . . . . . . . . . . . . . . . . . . . . . . . . Departure runway protection zone: Width 200 feet from the far end of TORA . . . . . . . . . . . Width 1200 feet from the far end of TORA . . . . . . . . . . Length . . . . . . . . . . . . . . . . . . . . . . . . . . . . [Threshold surface at primary runway end: 250 feet 450 feet 1000 feet 250 feet 450 feet 1000 feet Distance out from threshold to start of surface . . . . . . . 200 feet Width of surface at start of trapezoidal section . . . . . . . 1000 feet Width of surface at end of trapezoidal section . . . . . . . . 4000 feet Length of trapezoidal section . . . . . . . . . . . . . . . . 10000 feet Length of rectangular section . . . . . . . . . . . . . . . . 0 feet Slope of surface . . . . . . . . . . . . . . . . . . . . . . . 20:1 [Threshold surface at other runway end: Distance out from threshold to start of surface . . . . . . . 0 feet Width of surface at start of trapezoidal section . . . . . . . 250 feet Width of surface at end of trapezoidal section . . . . . . . . 700 feet Length of trapezoidal section . . . . . . . . . . . . . . . . 2250 feet Length of rectangular section . . . . . . . . . . . . . . . . 2750 feet Slope of surface . . . . . . . . . . . . . . . . . . . . . . . 20:1 Taxiway centerline to parallel taxiway/taxilane centerline 68.8 ]Taxiway centerline to fixed or movable object . . . . . . . 44.3 Iaxilane centerline to parallel taxilane centerline . . . . 63.9 Taxilane centerline to fixed or movable object . . . . . . 39.4 Taxiway width . . . 51.0 Taxiway shoulder width . . . . . . . . . . . . . . . . . . . . . Taxiway safety area width . . . . . . . . . . . . . . . . 49.0 Taxiway object free area width . . . . . . . . . . . . . . 88.6 taxilane object free area width . . . . . . . . . . . . . . Taxiway edge safety margin . . . . .78.8 Taxiway wingtip clearance . . . . . . . . . . . . . . 19.8 jaxilane wingtip clearance . . . . . . . . . . . . . . . . 14.9 69 feet 44.5 feet 64 feet 39.5 feet 51 feet 10 feet 49 feet 89 feet 79 feet 5 feet 20 feet 15 feet REFERENCE: AC 150/5300-13, Airport Design, including Changes 1 through 4. AIRPORT DESIGN AIRPLANE AND AIRPORT DATA Aircraft Approach Category B Airplane Design Group II Airplane wingspan •. . . . . . . . . . . 78.99 feet Primary runway end approach visibility minimums are not lower than 3/4 mile Other runway end approach visibility minimums are visual exclusively Airplane undercarriage width (1.15 x main gear track) . . . 41.00 feet Airport elevation . . . . . . . . . . . . . . . . . . . . 2932 feet RUNWAY AND TAXIWAY WIDTH AND CLEARANCE STANDARD DIMENSIONS Airplane Group/ARC Runway centerline to parallel runway centerline simultaneous operations when wake turbulence is not treated as a factor: VFR operations with no intervening taxiway . . . . . . . . . . 700 feet VFR operations with one intervening taxiway . . . . . . . . . 700 feet VFR operations with two intervening taxiways . . . . 700 feet IFR approach and departure with approach to near threshold 2500 feet less 1'0"0 ft for each 500 ft of threshold stagger to a minimum of 1000 feet. Runway centerline to parallel runway centerline simultaneous operations when wake turbulence is treated as a factor: VFR operations . . . . . . . . . . . . . . . . . . . . . . . . 2500 feet IFR departures . . . . . . . . . . . . . . . . 2500 feet IFR approach and departure with approach to near threshold . . 2500 feet IFR approach and departure with approach to far threshold .2500 feet plus 100 feet for each 500 feet of threshold stagger. IFR approaches . . . . . . . . . . . . . . . . . . . . . . . . 3400 feet Runway centerline to parallel taxiway/taxilane centerline . 239.5 240 feet Runway centerline to edge of aircraft parking . . . . . . . 250.0 250 feet Runway width . . . . . . . . . . . . . . . . . . . . . . . . . . 75 feet Runway shoulder width . . . . . . . . . . . . . . . . . . . . . . 10 feet Runway blast pad width . . . . . . . . . . . . . . . . . . . . . 95 feet Runway blast pad length . . . . . . . . . . . . . . . . . . . . . 150 feet Runway safety area width . . . . . . . . . . . . . . 150 feet Runway safety area length beyond each runway end or stopway end, whichever is greater . . . . . . . . . . . . . 300 feet Runway object free area width . . . . . . . . . . . . . . . . . . 500 feet Runway object free area length beyond each runway end or stopway end, whichever is greater . . . . . . . . . . . . . 300 feet Clearway width . . . . . . . . . . . . . . . . . . . . . . . . . 500 feet Stopway width . . . . . . . . . . . . . . . . . . . . . . . . . . 75 feet Obstacle free zone (OFZ): Runway OFZ width . . . . . . . . . . . . . . . . . . . . . 400 feet Runway OFZ length beyond each runway end . . . . . . . . . . . 200 feet Inner -approach OFZ width •. . . . . . . . . . . . . . 400 feet Inner -approach OFZ length beyond approach light system . . . . 200 feet Inner --approach OFZ slope from 200 feet beyond threshold . . . 50:1 Inner -transitional OFZ slope . . . . . . . . . . . . . . . . . 0:1 Runway protection zone at the primary runway end: Width 200 feet from runway end . . . . . . . . . . . . . . . 1000 feet Width 1900 feet from runway end . . . . . . . . . . . . . . . 1510 feet Length . . . . . . . . . . . . . . . . . . . . . . . . . . . . Runway protection zone at other runway end: Width 200 feet from runway end . . . . . . . . . . . . . . . Width 1200 feet from runway end . . . . . . . . . . . . . . . Length. . . . . . . . . . . . . . . . . . . . . . . . . . . . )Departure runway protection zone: Width 200 feet from the far end of TORA . . . . . . . . . . . Width 1200 feet from the far end of TORA . . . . . . . . . Length. . . . . . . . . . . . . ... . . . . . . . . . . . . . Threshold surface at primary runway end: 1700 feet 500 feet 700 feet 1000 feet 500 feet 700 feet 1000 feet Distance out from threshold to start of surface . . . . . . . 200 feet Width of surface at start of trapezoidal section . . . . . . . 1000 feet Width of surface at end of trapezoidal section . . . . . . . . 4000 feet Length of trapezoidal section . . . . . . . . . . . . . . . . 10000 feet Length of rectangular section . . . . . . . . . . . . . . . . 0 feet Slope of surface . . . . . . . . . . . . . . . . . . . . . . . 20:1 )Threshold surface at other runway end: Distance out from threshold to start of surface . . . . . . . 0 feet Width of surface at start of trapezoidal section . . . . . . . 400 feet Width of surface at end of trapezoidal section . . . . . . . . 1000 feet Length of trapezoidal section . . . . . . . . . . . . . . . . 1500 feet Length of rectangular section . . . . . . . . . . . . . . . . 8500 feet Slope of surface . . . . . . . . . . . . . . . . . . . . . . . 20:1 Taxiway centerline to parallel taxiway/taxilane centerline 104.8 105 feet Taxiway centerline to fixed or movable object . 65.3 65.5 feet Taxilane centerline to parallel taxilane centerline . . . . 96.9 97 feet Taxilane centerline to fixed or movable object . . . . . . 57.4 57.5 feet Taxiway width . . . . . . . . . . . . . . . . . . . . . . . 56.0 56 feet Taxiway shoulder width . . . . . . . . . . . . . . . . . . . . . 10 feet Taxiway safety area width . 79.0 79 feet Taxiway object free area width . . . . . . . . . . . . . . 130.6 131 feet Taxilane object free area width . . . . . . . . . . . . . . 114.8 115 feet Taxiway edge safety margin . . . 7.5 feet Taxiway wingtip clearance . . . . . . . . . . . . . . . . . 25.8 26 feet )Taxilane wingtip clearance . . . . . . . . . . . . . . . . 17.9 18 feet )REFERENCE: AC 150/5300-13, Airport Design, including Changes 1 through 4. AIRPORT AND RUNWAY DATA Airport elevation . . . . . . . . . . . . . . . . . . . . . . . . 2932 feet in daily maximum temperature of the hottest month . . . . . . . 82.50 F. Nuximum difference in runway centerline elevation . . . . . . . . 0 feet Length of haul for airplanes of more than 60,000 pounds 500 miles Wet and slippery runways RUNWAY LENGTHS RECOMMENDED FOR AIRPORT DESIGN small airplanes with approach speeds of less than 30 knots . . . 390 feet Small airplanes with approach speeds of less than 50 knots . . . 1030 feet Small airplanes with less than 10 passenger seats 75 percent of these small airplanes . . . . . . . . . . . . . 3460 feet 95 percent of these small airplanes . . . . . . . . . . . . . 4270 feet 100 percent of these small airplanes . . . . . . . . . . . . 4740 feet )Small airplanes with 10 or more passenger seats . . . . . . . . . 4770 feet ,Large airplanes of 60,000 pounds or less 75 percent of these large airplanes at 60 percent useful load 5500 feet 75 percent of these large airplanes at 90 percent useful load 7520 feet 100 percent of these large airplanes at 60 percent useful load 6560 feet 100 percent of these large airplanes at 90 percent useful load 8800 feet Airplanes of more than 60,000 pounds . . . . . . . . Approximately 6040 feet REFERENCE: Chapter 2 of AC 150/5325-4A, Runway Length Requirements for Airport Design, no Changes included.