SOR-78-657 Sept-Iles Airport Zoning Regulations

His Excellency the Governor General in Council, on the recommendation of the Minister of Transport, pursuant to section 6 of the Aeronautics Act, is pleased hereby to approve the annexed Zoning Regulations respecting Sept-Iles Airport, made by the Minister of Transport.

The airport reference point is situated at the provincial geodetic point number 120 M.O.T. within the airport limits, the coordinates of which are E. 392 770.593 metres and N. 5 565 720.089 metres.

All and singular those certain parcels or tracts of land and premises being part of the Townships of Arnaud, Letellier and Moisie, Registration Division of Sept-Iles, more particularly described as follows:

Commencing at a point, the coordinates of which are E. 387 541.941 metres and N. 5 564 058.809 metres, being the intersection of the northwesterly limit of the approach surface associated with the strip 10-28 with the arc of a circle, having a radius of 5 486.224 metres, the centre of which being the reference point of the airport; THENCE, following the last-mentioned arc of a circle, in general northerly, easterly and southerly directions, to its intersection with the northeasterly limit of the approach surface associated with the strip 14-32; THENCE, following the last-mentioned northeasterly limit having an azimuth of 99°30′48″ to a point the coordinates of which are E. 409 084.015 metres and N. 5 563 297.666 metres; THENCE, following a line being the southeasterly limit of the approach surface associated with the strip 14-32, having an azimuth of 198°02′39″, a distance of 4 876.50 metres to a point, the coordinates of which are E. 407 573.449 metres and N. 5 558 660.791 metres; THENCE, following the southwesterly limit of the approach surface associated with the strip 14-32, having an azimuth of 296°34′30″, to the intersection with the arc of a circle, having a radius of 5 486.224 metres, the centre of which is the reference point of the airport; THENCE, following the last-mentioned arc of a circle, in general southwesterly, westerly and northwesterly directions, to its intersection with the southeasterly limit of the approach surface associated with the strip 10-28; THENCE, along the said southeasterly limit, having an azimuth of 239°25′11″, to a point, the coordinates of which are E. 378 658.076 metres and N. 5 556 962.838 metres; THENCE, following a line, being the southwesterly limit of the approach surface associated with the strip 10-28, having an azimuth of 337°57′01″, a distance of 4 876.56 metres to a point, the coordinates of which are E. 376 827.371 metres and N. 5 561 482.724 metres; THENCE, following the northwesterly limit of the approach surface associated with the strip 10-28, having an azimuth of 76°28′52″ to the point of commencement.

The said lands, whose outside limits are described above, are made up of the following blocks and lots and parts of blocks and lots:

Being a surface abutting each end of the strips associated with runways 06-24, 10-28 and 14-32 and more particularly described as follows:

a surface abutting the end of the strip associated with runways 10-28 and 14-32 consisting of an inclined plane having a ratio of one (1) metre measured vertically to fifty (50) metres measured horizontally and having:

the outer ends 14 and 28 rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip, 60.96 metres measured vertically above the elevation at the end of the strip and 3 047.90 metres measured horizontally from the end of strip 14 and 3 047.95 metres measured horizontally from the end of strip 28, the outer ends of the imaginary horizontal line being 609.6 metres from the projected centre line of the strip, and

the outer ends 10 and 32 rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip, 304.8 metres measured vertically above the elevation at the end of the strip and 15 239.25 metres measured horizontally from the end of strip 10 and 15 239.76 metres measured horizontally from the end of strip 32, the outer ends of the imaginary horizontal line being 2 438.28 metres from the projected centre line of strip 10 and 2 438.25 metres from the projected centre line of strip 32, and

a surface abutting the end of the strip associated with runway 06-24 consisting of an inclined plane having a ratio of one (1) metre measured vertically to forty (40) metres measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip, 76.2 metres measured vertically above the elevation at the end of the strip and 3 047.90 metres measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 381.0 metres from the projected centre line of the strip,

which approach surfaces are shown on Department of Public Works Plan No. M-77-4400, dated the 7th day of March, 1978.

Being an imaginary surface consisting of:

a common plane established at a constant elevation of 45.72 metres above the assigned elevation of the airport reference point, and

where the common plane described in paragraph (a) is less than 9.144 metres above the surface of the ground, an imaginary surface located 9.144 metres above the surface of the ground,

which outer surface is shown on Department of Public Works Plan No. M-77-4400, dated the 7th day of March, 1978.

Each strip is described as follows:

the strip associated with runway 10-28 is 304.8 metres in width, 152.4 metres on each side of the centre line of the runway and 2 560.32 metres in length,

the strip associated with runway 14-32 is 304.8 metres in width, 152.4 metres on each side of the centre line of the runway and 2 255.52 metres in length, and

the strip associated with runway 06-24 is 152.4 metres in width, 76.2 metres on each side of the centre line of the runway and 1 919.08 metres in length,

which strips are shown on Department of Public Works Plan No. M-77-4400, dated on the 7th day of March, 1978.

Being a surface consisting of an inclined plane having a ratio of one (1) metre measured vertically to seven (7) metres measured horizontally at right angles to the centre line and centre line produced of the strip, and extending upward and outward from the lateral limits of the strip and its approach surfaces to an intersection with the outer surface, an approach surface or another transitional surface of an adjoining strip, which surfaces are shown on Department of Public Works Plan No. M-77-4400, dated the 7th day of March, 1978.