As used in this Article
XX, the following terms shall have the meanings indicated unless the context otherwise requires:
AIRPORTThe Johnstown Cambria County Airport.
AIRPORT ELEVATIONThe highest point of an airport's usable landing area measured in feet from sea level. For purposes of this article, airport elevation shall be 2,284 feet above sea level.
AIRPORT ZONESAll the land lying beneath the approach surfaces, transitional surfaces, horizontal surfaces and conical surfaces as they apply to the Johnstown Cambria County Airport. Such zones are shown on the Richland Township Zoning Map consisting of one sheet, prepared by CPS Surveys, Inc., and dated April, 1986, which is attached to this article and made a part hereof. An area located in more than one of the following zones and/or in another zone established by this chapter is considered to be only in the zone with the more restrictive height limitation. The various zones are hereby established and defined as follows:
A. UTILITY RUNWAY VISUAL APPROACH ZONEThe inner edge of this approach zone coincides with the primary surface and is 250 feet wide. The approach zone expands outward uniformly to a width of 1,250 feet at a horizontal distance of 5,000 feet from the primary surface. Its center line is the continuation of the center line of the runway.
C. PRECISION INSTRUMENT RUNWAY APPROACH ZONEThe inner edge of this approach zone coincides with the width of the primary surface and is 1,000 feet wide. The approach zone expands outward uniformly to a width of 16,000 feet to a horizontal distance of 50,000 feet from the primary surface. Its center line is a continuation of the center line of the runway.
F. HORIZONTAL ZONEThe horizontal zone is established by swinging arcs of 10,000 feet radii from the center of each end of the primary surface of each runway and connecting the adjacent arcs by drawing lines tangent to those arcs. The horizontal zone does not include the approach and transitional zones.
G. CONICAL ZONEThe conical zone is established as the area that commences at the periphery of the horizontal zone and extends outward therefrom a horizontal distance of 4,000 feet.
APPROACH SURFACEA surface longitudinally centered on the extended runway center line, extending outward and upward from the end of the primary surface and at the same slope as the approach zone height limitation slope set forth in §
240-120 of this article. The perimeter of the approach surface shall coincide with the perimeter of the approach zone.
CONICAL SURFACEA surface extending outward and upward from the periphery of the horizontal surface at a slope of 20 to 1 for a horizontal distance of 4,000 feet.
HAZARD to AIR NAVIGATIONAn obstruction determined to have a substantial adverse affect on the safe and efficient utilization of the navigable air space.
HEIGHTFor the purposes of determining the height limits in all zones set forth in the article and shown on the Zoning Map, the datum shall mean sea level elevation unless otherwise specified.
HORIZONTAL SURFACEA horizontal plan 150 feet above the established airport elevation, the perimeter of which plan coincides with the perimeter of the horizontal zone.
OBSTRUCTIONAny structure, growth or other object, including a mobile object, which exceeds the limiting height set forth in §
240-120 of this article.
PERSONAn individual, firm, partnership, corporation, company, association, joint-stock association or governmental entities; includes a trustee, a receiver, an assignee or a similar representative of any of them.
PRIMARY SURFACEA surface longitudinally centered on a runway. When the runway has a specially prepared hard surface, the primary surface extends 200 feet beyond each end of that runway; for military runways or when the runway has no specially prepared hard surface or planned hard surface, the primary surface ends at each end of that runway. The width of this primary surface is set forth in §
240-120 of this article. The elevation of any point on the primary surface is the same as the elevation of the nearest point on the runway center line.
RUNWAYA defined area on an airport prepared for landing and takeoff of aircraft along its length. Types of runways are more specifically defined as follows:
A. LARGER THAN UTILITY RUNWAYA runway that is constructed for and intended to be used by propeller-driven aircraft of greater than 12,500 pounds maximum gross weight and jet-powered aircraft.
B. NONPRECISION INSTRUMENT RUNWAYA runway having an existing instrument approach procedure utilizing air navigation facilities with only horizontal guidance, or area-type navigation equipment, for which a straight in nonprecision instrument approach procedure has been approved or planned.
C. UTILITY RUNWAYA runway that is constructed for and intended to be used by propeller-driven aircraft of 12,500 pounds maximum gross weight and less.
D. VISUAL RUNWAYA runway intended solely for the operation of aircraft using visual approach procedures.
E. PRECISION INSTRUMENT RUNWAYA runway having an existing instrument approach procedure utilizing an instrument landing system (ILS). It also means a runway for which a precision approach system is planned and is so indicated on an approved airport layout plan or any other planning document.
STRUCTUREAn object, including a mobile object, constructed or installed by man, including but without limitation, buildings, towers, cranes, smokestacks, earth formation and overhead transmission lines.
TRANSITIONAL SURFACESThese surfaces extend outward at 90º angles to the runway center line and the runway center line extended at a slope of 7 feet horizontally for each foot vertically from the sides of the primary and approach surfaces where they intersect the horizontal and conical surfaces. Transitional surfaces for those portions of the precision approach surfaces, which project through and beyond the limits of the conical surface, extend the distance of 5,000 feet measured horizontally from angles to the extended runway center line.
TREEAny object of natural growth.