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Greenwood Airport Zoning Regulations (SOR/95-558)

Regulations are current to 2022-07-25

SCHEDULE(Sections 2 and 3)

PART IDescription of the Airport Zoning Reference Point

The airport zoning reference point is a point located at the intersection of the centre line projection of runway 13-31 and the westerly end of the strip associated with the approach surface to runway 13. The reference point has Nova Scotia Grid Co-ordinates with a Northing of 4 982 711.68 m and an Easting of 5 465 850.41 m and is shown on Public Works Canada Greenwood Airport Zoning Plan No. S-1750, dated November 15, 1988.

PART IIDescription of the Strips

Each strip is described as follows:

  • (a) the strip associated with runway 13-31 is 300 m in width, 150 m being on each side of the centre line of the runway, and 2 554.7 m in length;

  • (b) the strip associated with runway 08-26 is 300 m in width, 150 m being on each side of the centre line of the runway, and 2 552.4 m in length; and

  • (c) the strip associated with runway 01-19 is 150 m in width, 75 m being on each side of the centre line of the runway, and 1 330.7 m in length,

which strips are shown on Public Works Canada Greenwood Airport Zoning Plan S-1750, dated November 15, 1988.

PART IIIDescription of the Approach Surfaces

The approach surfaces, shown on Public Works Canada Greenwood Airport Zoning Plan No. S-1750, dated November 15, 1988, are imaginary surfaces that abut each end of the strips associated with runways 08-26, 13-31, and 01-19, and that are more particularly described as follows:

  • (a) a surface that abuts the end of the strip associated with runway 13 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line, the imaginary horizontal line being 291 m measured vertically above the assigned elevation at the end of the strip;

  • (b) a surface that abuts the end of the strip associated with runway 31 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line, the imaginary horizontal line being 291.6 m measured vertically above the assigned elevation at the end of the strip;

  • (c) a surface that abuts the end of the strip associated with runway 08 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line, the imaginary horizontal line being 291.2 m measured vertically above the assigned elevation at the end of the strip;

  • (d) a surface that abuts the end of the strip associated with runway 26 and consists of an inclined plane having a ratio of 1 m measured vertically to 60 m measured horizontally rising to an intersection with the outer surface; thence the approach surface slopes upward at a ratio of 1 m measured vertically to 50 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 15 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 2 400 m from the projected centre line, the imaginary horizontal line being 291.2 m measured vertically above the assigned elevation at the end of the strip;

  • (e) a surface that abuts the end of the strip associated with runway 01 and consists of an inclined plane having a ratio of 1 m measured vertically to 40 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 3 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 525 m from the projected centre line, the imaginary horizontal line being 75 m measured vertically above the assigned elevation at the end of the strip; and

  • (f) a surface that abuts the end of the strip associated with runway 19 and consists of an inclined plane having a ratio of 1 m measured vertically to 40 m measured horizontally rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and at a distance of 3 000 m measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being 525 m from the projected centre line, the imaginary horizontal line being 75 m measured vertically above the assigned elevation at the end of the strip.

PART IVDescription of the Transitional Surfaces

Each transitional surface, shown on Public Works Canada Greenwood Airport Zoning Plan No. S-1750, dated November 15, 1988, is an inclined plane that rises at a ratio of 1 m measured vertically to 7 m measured horizontally at right angles to the centre line of a strip and that extends upward and outward from the lateral limits of the strip and its approach surfaces to an intersection with the outer surface or the transitional surface of an adjoining strip.

PART VDescription of the Outer Surface

The outer surface, shown on Public Works Canada Greenwood Airport Zoning Plan No. S-1750, dated November 15, 1988, is an imaginary surface that consists of a common plane established at a constant elevation of 45 m above the elevation of the airport zoning reference point, except that, where that common plane is less than 9 m above the surface of the ground, the imaginary surface is located at 9 m above the surface of the ground.

PART VIDescription of the Outer Limits of the Outer Surface

Commencing at the point of intersection of the northerly limit of the approach surface to runway 13, with the arc of a circle having a radius of 4 000 m, the centre of the circle being located at the mid-point of the westerly end of runway 13-31;

thence following the arc to the right a distance of 2 288.12 m to a point;

thence on an azimuth of 59°09′40″, a distance of 1 164.19 m to a point;

thence following the arc of a circle to the right a distance of 1 395.30 m to a point, the circle having a radius of 4 000 m with the centre of the circle being located at the mid-point of the northerly end of runway 01-19;

thence on an azimuth of 79°08′50″, a distance of 1 189.51 m to a point;

thence following the arc of a circle to the right a distance of 6 574.04 m to a point, the circle having a radius of 4 000 m with the centre of the circle being located at the mid-point of the easterly end of runway 08-26;

thence on an azimuth of 173°18′48″, a distance of 1 496.22 m to a point;

thence following the arc of a circle to the right a distance of 6 984.27 m to a point, the circle having a radius of 4 000 m with the centre of the circle being located at the mid-point of the easterly end of runway 13-31;

thence on an azimuth of 273°21′21″, a distance of 1 148.97 m to a point;

thence following the arc of a circle to the right a distance of 963.59 m to a point, the circle having a radius of 4 000 m, with the centre of the circle being located at the mid-point of the southerly end of runway 01-19;

thence on an azimuth of 287°09′29″, a distance of 1 283.05 m to a point;

thence following the arc of a circle to the right a distance of 5 644.76 m to a point, the circle having a radius of 4 000 m, with the centre of the circle being located at the mid-point of the westerly end of runway 08-26;

thence on an azimuth of 08°00′48″, a distance of 221.67 m to a point;

thence following the arc of a circle to the right a distance of 1 282.66 m to the point of commencement, the circle having a radius of 4 000 m, with the centre of the circle being located at the mid-point of the westerly end of runway 13-31.

The outer limits are shown on Public Works Canada Greenwood Airport Zoning Plan No. S-1750, dated November 15, 1988.

All azimuths and distances contained herein are grid-referenced to longitude 64°30′ west, the central meridian of Zone 5 of the Nova Scotia 3° MTM Co-ordinate System, July 1, 1979 adjustment.

PART VIIDescription of the Outer Limits of the Lands in Respect of Which These Regulations Apply

Commencing at the point of intersection of the northerly limit of the approach surface to runway 13, and the arc of a circle having a radius of 8 000 m, with the centre of the circle being defined by Nova Scotia Grid Co-ordinates having a Northing of 4 982 679.13 m and an Easting of 5 467 027.89 m;

thence following the arc to the right a distance of 17 058.60 m to a point of intersection with the northerly limit of the approach surface that abuts the end of the strip associated with runway 26;

thence following that northerly limit, on an azimuth of 56°08′57″, a distance of 8 589.92 m to the easterly limit of the approach surface;

thence following that easterly limit on an azimuth of 154°40′48″, a distance of 4 800 m to a point on the southerly limit of the approach surface;

thence following that southerly limit on an azimuth of 253°12′39″, a distance of 8 502.59 m to a point of intersection with the aforesaid arc;

thence following the arc to the right a distance of 4 075.05 m to a point of intersection with the northerly limit of the approach surface that abuts the end of the strip associated with runway 31;

thence following that northerly limit on an azimuth of 97°19′37″, a distance of 8 552.08 m to the easterly limit of the approach surface;

thence following that easterly limit on an azimuth of 195°51′28″, a distance of 4 800 m to a point on the southerly limit of the approach surface;

thence following that southerly limit on an azimuth of 294°23′18″, a distance of 8 633.84 m to a point of intersection with the aforesaid arc;

thence following the arc to the right a distance of 17 107.77 m to a point of intersection with the southerly limit of the approach surface that abuts the end of the strip associated with runway 08;

thence following that southerly limit on an azimuth of 236°08′57″, a distance of 8 325.21 m to a point on the westerly limit of the approach surface;

thence following that westerly limit on an azimuth of 334°40′48″, a distance of 4 800 m to the northerly limit of the approach surface;

thence following that northerly limit on an azimuth of 73°12′39″, a distance of 8 414.56 m to a point of intersection with the aforesaid arc;

thence following the arc to the right a distance of 2 823.79 m to a point of intersection with the southerly limit of the approach surface that abuts the end of the strip associated with runway 13;

thence following that southerly limit on an azimuth of 277°19′37″, a distance of 8 366.51 m to the westerly limit of the approach surface;

thence following that westerly limit on an azimuth of 15°51′28″, a distance of 4 800 m to the northerly limit of the approach surface;

thence following that northerly limit on an azimuth of 114°23′18″, a distance of 8 281.85 m to the point of commencement.

The outer limits are shown on Public Works Canada Greenwood Airport Zoning Plan No. S-1750, dated November 15, 1988.

All azimuths and distances contained herein are grid-referenced to longitude 64°30′ west, the central meridian of Zone 5 of the Nova Scotia 3° MTM Co-ordinate System, July 1, 1979 adjustment.

 
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