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PART IDescription of the Airport Zoning Reference Point

The airport zoning reference point, shown on Sheet 23 of Department of Public Works Trenton Airport Zoning Plan No. 12-011 84-33, dated May 5, 1988, is a point that may be located as follows:

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thence southeasterly and perpendicular to the said runway centre line 80 m to the airport zoning reference point.

The elevation of the airport zoning reference point is 84 m above sea level.

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Each strip, shown on Department of Public Works Trenton Airport Zoning Plan No. 12-011 84-33, dated May 5, 1988 is described as follows:

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The approach surfaces, shown on Department of Public Works Trenton Airport Zoning Plan No. 12-011 84-33, dated May 5, 1988, are imaginary surfaces that abut each end of the strips associated with runways 06-24 and 13-31 and that are more particularly described as follows:

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Each transitional surface, shown on Department of Public Works Trenton Airport Zoning Plan No. 12-011 84-33, dated May 5, 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.

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The outer surface, shown on Department of Public Works Trenton Airport Zoning Plan No. 12-011 84-33, dated May 5, 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.

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The outer limits of the outer surface are shown on Department of Public Works Trenton Airport Zoning Plan No. 12-011 84-33, dated May 5, 1988.

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The outer limits are shown on Department of Public Works Trenton Airport Zoning Plan No. 12-011 84-33, dated May 5, 1988.

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ALL AND SINGULAR that certain parcel or tract of land situate, lying and being in the Township of Sidney, in the County of Hastings, more particularly described as follows:

Commencing at the intersection of the runway centreline with the northeast end of the strip associated with runway 06-24, as shown on Department of Public Works Trenton Airport Zoning Plan No. 12-011 84-33, dated May 5, 1988;

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ALL AND SINGULAR that certain parcel or tract of land situate, lying and being in the City of Trenton and the Township of Sidney, in the County of Hastings, more particularly described as follows:

Commencing at the intersection of the runway centreline with the southwest end of the strip associated with runway 06-24, as shown on Department of Public Works Trenton Airport Zoning Plan No. 12-011 84-33, dated May 5, 1988;

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PART IDescription of the Airport Zoning Reference Point

The airport zoning reference point is a point on the centre line of runway 11-29 at the threshold of runway 29.

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Each strip is described as follows:

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which strips are shown on Department of Public Works Bagotville Airport Zoning Plan No. MM-88-6775, dated January 4, 1988.

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The approach surfaces, shown on Department of Public Works Bagotville Airport Zoning Plan No. MM-88-6775, dated January 4, 1988, are imaginary surfaces that abut each end of the strips associated with runways 18-36 and 11-29 and that are more particularly described as follows:

• (a) a surface that abuts the end of the strip associated with runway 18 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 and rises 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 elevation of the airport zoning reference point;

• (b) a surface that abuts the end of the strip associated with runway 36 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 294.6 m measured vertically above the elevation of the airport zoning reference point;

• (c) a surface that abuts the end of the strip associated with runway 11 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 293.4 m measured vertically above the elevation of the airport zoning reference point; and

• (d) 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 m measured vertically above the elevation of the airport zoning reference point.

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Each transitional surface, shown on Department of Public Works Bagotville Airport Zoning Plan No. MM-88-6775, dated January 4, 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 each 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.

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The outer surface, shown on Department of Public Works Bagotville Airport Zoning Plan No. MM-88-6775, dated January 4, 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.

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The outer limits are shown on Department of Public Works Bagotville Airport Zoning Plan No. MM-88-6775, dated January 4, 1988.

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The outer limits are shown on Department of Public Works Bagotville Airport Zoning Plan No. MM-88-6775, dated January 4, 1988.

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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.

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Each strip is described as follows:

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

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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:

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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.

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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.

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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;

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

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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;

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

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PART 1Description 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 08-26 and the easterly end of the strip associated with the approach surface to Runway 26. The reference point has grid coordinates of North 5 910 381.35 metres and East 377 749.17 metres and is shown on Public Works and Government Services Canada Goose Bay Airport Zoning Plan No. S-4006, dated February 11, 2000.

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Each strip is described as follows:

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which strips are shown on Public Works and Government Services Canada Goose Bay Airport Zoning Plan No. S-4006, dated February 11, 2000.

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The approach surfaces, shown on Department of Public Works and Government Services Canada Goose Bay Airport Zoning Plan No. S-4006, dated February 11, 2000, are surfaces that abut each end of the strips associated with the runways 08-26 and 16-34, and that are more particularly described as follows:

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Being an imaginary surface consisting of a common plane established at a constant elevation of forty-five (45) metres above the elevation of the Airport Zoning Reference Point, except that where the common plane is less than nine (9) metres above the ground at any point, the outer surface is an imaginary plane located at nine (9) metres above the ground, which outer surface is shown on Public Works and Government Services Canada Goose Bay Airport Zoning Plan No. S-4006, dated February 11, 2000.

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Which outer limits are shown on Public Works and Government Services Canada Goose Bay Airport Zoning Plan No. S-4006, dated February 11, 2000.

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Commencing at the point of intersection of the northerly limit of the approach surface to Runway 16, with the arc of a circle having a radius of 8 000 metres, the centre of the circle being located at the midpoint of the westerly end of runway 16-34 and the said point of intersection having grid coordinates of North 5 918 004.73 metres and East 370 719.98 metres;

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Thence on an azimuth of 140°41′05″, a distance of 7 250.61 metres to the place of commencement, which outer limits of land affected in these regulations are shown on Public Works and Government Services Canada Goose Bay Airport Zoning Plan No. S-4006, dated February 11, 2000.

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The airport reference points A and B, shown on Ottawa Macdonald-Cartier International Airport Zoning Plan No. 06-006 94-128, Sheet 13, dated February 20, 1996, are points that may be located by:

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The take-off/approach surfaces, shown on Ottawa Macdonald-Cartier International Airport Zoning Plan No. 06-006 94-128, Sheets 1 to 10, 12, 13, 14, 16 to 22 and 24 to 40 dated February 20, 1996, are surfaces abutting each end of the strip surfaces associated with runways 07R-25L, 07L-25R, 07C-25C, 14-32, and 04-22. The take-off/approach surfaces are described as follows:

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The outer surface, shown on Ottawa Macdonald-Cartier International Airport Zoning Plan No. 06-006 94-128, Sheets 1 to 4, 6 to 20 and 22 to 24, dated February 20, 1996, is an imaginary surface established at a constant elevation that is 45.000 m above the assigned elevation of the airport reference points, except that, where that surface is less than 9.000 m above the surface of the ground, the outer surface is located at 9.000 m above the surface of the ground. The limit of the outer surface is described as follows:

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The strip surfaces, shown on Ottawa Macdonald-Cartier International Airport Zoning Plan No. 06-006 94-128, Sheets 7, 8, 12, 13, 14 and 18, dated February 20, 1996, are imaginary surfaces associated with an airport runway that are prepared for the take-off and landing of aircraft in a particular direction. The strip surfaces are described as follows:

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The transitional surfaces associated with runways 07L-25R, 07R-25L, 07C-25C and 14-32, shown on Ottawa Macdonald-Cartier International Airport Zoning Plan No. 06-006 94-128, Sheets 7, 8, 9, 12, 13, 14, 17, 18 and 19, dated February 20, 1996, are imaginary inclined surfaces that extend upward and outward from the lateral limits of the abutting strip surface and the abutting take-off/approach surface rising at a ratio of 1.000 m measured vertically to 7.000 m measured horizontally and perpendicularly to the centreline of each strip surface and take-off/approach surface, to an intersection with the outer surface or with the transitional surface of an adjoining strip.

The transitional surfaces for runway 04-22, shown on Ottawa Macdonald-Cartier International Airport Zoning Plan No. 06-006 94-128, Sheets 7, 8 and 12, dated February 20, 1996, are imaginary inclined surfaces that extend upward and outward from the lateral limits of the abutting strip surface and the abutting take-off/approach surface rising at a ratio of 1.000 m measured vertically to 7.000 m measured horizontally and perpendicularly to the centreline of each strip surface and take-off/approach surface, to an intersection with the outer surface or with the transitional surface of an adjoining strip.

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The outer limit of the land to which these Regulations apply, shown on Ottawa Macdonald-Cartier International Airport Zoning Plan No. 06-006 94-128, sheets 1 to 40, dated February 20, 1996, is generally defined by the limit of the area covered by the take-off/approach surfaces, bird hazard zone, outer surface, strip surfaces and transitional surfaces, and is more particularly described as follows:

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The bird hazard zone, shown on Ottawa Macdonald-Cartier International Airport Zoning Plan No. 06-006 94-128, sheets 1 to 26, 28 to 30, 33 and 36 to 38, dated February 20, 1996, comprises all lands, including public road allowances, adjacent to or in the vicinity of the airport, described as follows:

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