Saint John Airport Zoning Regulations (C.R.C., c. 114)

Regulations are current to 2014-10-27

SCHEDULE(ss. 2 and 4)

PART IAIRPORT REFERENCE POINT

Being a point distant 1,000 feet measured Northwesterly at right angles to the centre line of runway 05-23, from a point distant 4,600 feet measured Southwesterly along the centre line from the Southeasterly production of the centre line of runway 14-32, said point having co-ordinates N.567,281.81′ and E.1,156,447.82′ with reference to the New Brunswick Grid Co-ordinate System.

PART IIDESCRIPTION OF OUTER LIMITS OF LANDS

BEGINNING at a point at the intersection of the Northerly boundary of Latimer Lake Road with the Westerly boundary of the lands now or formerly owned by Allen V. Bustin. THENCE, from the point of beginning so determined in a general Northerly direction to a point at the intersection of the Northwesterly boundary of Loch Lomond Road with the property line between the lands of Julie Malette and the lands of Edna Heustis; THENCE, following the Northwesterly boundary of Loch Lomond Road in a general Northeasterly direction to a point in the Northwesterly production of Eldersley Avenue; THENCE, in a general Northeasterly direction to a point on a line running on an azimuth of 291°58′06″, from the Southwesterly corner of strip 14-32 and distant five thousand nine hundred and fifty feet (5,950′) from the 14 end of strip 14-32; THENCE, following a line parallel to the end of strip 14-32 and five thousand nine hundred and fifty feet (5,950′) therefrom, on an azimuth of 30°29′57″, a distance of two thousand seven hundred and eighty-five feet (2,785′) to a point; THENCE, in a general Northeasterly direction to the Northerly corner of the lands of Francis Johnston; THENCE, in a general Southeasterly direction to a point on a line running on an azimuth of 22°01′21″ from the Northwesterly corner of strip 05-23 and eight thousand and six hundred feet (8,600′) from the 23 end of strip 05-23; THENCE, continuing on the last-mentioned line on an azimuth of 22°01′21″ to a point on a line parallel to the end of strip 05-23 and ten thousand feet (10,000′) therefrom; THENCE, following the last-mentioned line on an azimuth of 120°33′12″, a distance of four thousand feet (4,000′) to a point; THENCE, on an azimuth of 219°05′03″, to a point on a line parallel to the end of strip 05-23 and eight thousand and six hundred feet (8,600′) therefrom; THENCE, in a general Southeasterly direction to a point at the intersection of the Saint John City boundary with the Northeasterly boundary of a road located on lot No. 18; THENCE, in a general Southeasterly direction to a point at the intersection of the Northwesterly boundary of Base Road, so-called, and another road leading to Garnett Settlement Road; THENCE, in a general Southwesterly direction to the Northeasterly corner of the lands of MacMillan-Rothesay Ltd.; THENCE, in a general Westerly direction to a point on a line running on an azimuth of 202°01′21″ from the Southeasterly corner of strip 05-23 and eight thousand nine hundred and fifty feet (8,950′) from the 05 end of strip 05-23; THENCE, following the last-mentioned line on an azimuth of 202°01′21″ to a point on a line parallel to the 05 end of strip 05-23 and ten thousand feet (10,000′) therefrom; THENCE, following the last-mentioned line on an azimuth of 300°33′12″, a distance of four thousand feet (4,000′) to a point; THENCE, on an azimuth of 39°05′03″ to a point on a line parallel to the 05 end of strip 05-23 and eight thousand nine hundred and fifty feet (8,950′) from the 05 end of strip 05-23; THENCE, in a general Northwesterly direction to the point of beginning.

PART IIIDESCRIPTION OF EACH APPROACH SURFACE

Being a surface abutting each end of each strip associated with runways 05-23 and 14-32 consisting of an inclined plane having a ratio of one (1) foot measured vertically to fifty (50) feet measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of each strip two hundred (200) feet measured vertically above the elevation at the end of each strip and ten thousand (10,000) feet measured horizontally from the end of each strip, the outer ends of each imaginary horizontal line being two thousand (2,000) feet from each projected centre line, which surface is shown on Department of Transport Plan MT-1144, dated January 11, 1974.

PART IVDESCRIPTION OF THE OUTER SURFACE

Being an imaginary surface consisting of

  • (a) a common plane established at a constant elevation of one hundred and fifty (150) feet above the assigned elevation of the airport reference point, and

  • (b) where the common plane described in paragraph (a) is less than thirty (30) feet above the surface of the ground, an imaginary surface located thirty (30) feet above the surface of the ground,

which outer surface is shown on Department of Transport Plan MT-1144, dated January 11, 1974.

PART VDESCRIPTION OF EACH STRIP

  • 1. The strip associated with runway 05-23 is one thousand (1,000) feet in width, five hundred (500) feet being on each side of the centre line of the runway, and seven thousand six hundred (7,600) feet in length, as shown on Department of Transport Plan MT-1144, dated January 11, 1974.

  • 2. The strip associated with runway 14-32 is one thousand (1,000) feet in width, five hundred (500) feet being on each side of the centre line of the runway, and five thousand seven hundred (5,700) feet in length, as shown on Department of Transport Plan MT-1144, dated January 11, 1974.

PART VIDESCRIPTION OF EACH TRANSITIONAL SURFACE

Being a surface consisting of an inclined plane rising at a ratio of one (1) foot measured vertically to seven (7) feet measured horizontally at right angles to the centre line and centre line produced of each strip, and extending upward and outward from the lateral limits of each strip and its approach surfaces to an intersection with the outer surface or another transitional surface of an adjoining strip, all as shown on Department of Transport Plan No. MT-1144, dated January 11, 1974.

  • SOR/84-815, s. 2.