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The approach surfaces, shown on Toronto/Lester B. Pearson International Airport Zoning Plan No. 21-005 94-138, Sheets 1, 2, 3, 4, 5, 6, 8, 9, 13, 14, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 48, 49, 51, 52, 53, 54, 55 and 56, dated July 31, 1995, are surfaces abutting each end of the strips associated with the runways designated 06R-24L, 06L-24R, 15L-33R, 15R-33L, 05L-23R and 05R, and are described as follows:

• (a) an inclined plane abutting the end of the strip associated with the approach to runway 06R having 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 distant 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; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (b) an inclined plane abutting the end of the strip associated with the approach to runway 24L having 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 distant 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; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (c) an inclined plane abutting the end of the strip associated with the approach to runway 06L having 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 distant 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; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (d) an inclined plane abutting the end of the strip associated with the approach to runway 24R having 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 distant 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; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (e) an inclined plane abutting the end of the strip associated with the approach to runway 15L having 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 distant 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; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (f) an inclined plane abutting the end of the strip associated with the approach to runway 33R having 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 distant 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; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (g) an inclined plane abutting the end of the strip associated with the approach to runway 15R having 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 distant 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; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (h) an inclined plane abutting the end of the strip associated with the approach to runway 33L having 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 distant 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; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (i) an inclined plane abutting the end of the strip associated with the approach to runway 05L having 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 distant 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; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (j) an inclined plane abutting the end of the strip associated with the approach to runway 23R having 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 distant 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; said imaginary horizontal line being 300 m above the elevation at the end of the strip; and

• (k) an inclined plane abutting the end of the strip associated with the approach to runway 05R having 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 distant 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; said imaginary horizontal line being 300 m above the elevation at the end of the strip.

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The transitional surfaces, shown on Toronto/Lester B. Pearson International Zoning plan No. 21-005 94-138, Sheets 13, 14, 20, 21, 22, 23, 30, 31, 32, 33, 40, 41, 42 and 43, dated July 31, 1995, are inclined planes rising at a ratio of 1 m measured vertically to 7 m measured horizontally at right angles to the centre line and projected centre line of each strip, extending upward and outward from the lateral limits of each strip and its approach surfaces to an intersection with the outer surface or with another transitional surface.

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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:

• (a) a surface that abuts the end of the strip associated with runway 06 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 assigned elevation at the end of the strip;

• (b) a surface that abuts the end of the strip associated with runway 24 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 291.4 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 13 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 1 800 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 345 m from the projected centre line; the imaginary horizontal line being 45 m measured vertically above the assigned elevation at the end of the strip; 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 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 1 880 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 357 m from the projected centre line; the imaginary horizontal line being 47 m measured vertically above the assigned elevation at the end of the strip.

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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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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:

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thence on a bearing of north 43°54′29″ east for a distance of 2 022.375 m to a point, said point being 450.002 m measured perpendicular, in a northwesterly direction, from a point on the centreline of runway 06-24 produced, said point on the centreline being distant 2 000.000 m measured therealong from the point of commencement;

thence on a bearing of south 37°33′40″ east for a distance of 900.004 m to a point, said point being 450.002 m measured perpendicular, in a southeasterly direction, from a point on the centreline of runway 06-24 produced, said point on the centreline being distant 2 000.000 m measured therealong from the point of commencement;

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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:

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thence on a bearing of south 43°54′29″ west for a distance of 2 022.375 m to a point, said point being 450.002 m measured perpendicular, in a southeasterly direction, from a point on the centreline of runway 06-24 produced, said point on the centreline being distant 2 000.000 m measured therealong from the point of commencement;

thence on a bearing of north 37°33′40″ west for a distance of 900.004 m to a point being 450.002 m measured perpendicular, in a northwesterly direction, from a point on the centreline of runway 06-24 produced, said point on the centreline being distant 2 000.000 m measured therealong from the point of commencement;

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The approach surfaces, shown on Fort Frances Airport Zoning Plan No. 59-011 91-60, dated January 14, 1993, are planes abutting each end of the strips associated with runways 12-30 and 03-21 and are described as follows:

• (a) an inclined plane abutting the end of the strip associated with the approach to runway 12 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 distant 1 740 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 336 m from the projected centre line; said imaginary horizontal line being 43.5 m above the elevation at the end of the strip;

• (b) an inclined plane abutting the end of the strip associated with the approach to runway 30 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 distant 1 800 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 345 m from the projected centre line; said imaginary horizontal line being 45 m above the elevation at the end of the strip;

• (c) an inclined plane abutting the end of the strip associated with the approach to runway 03 having a ratio of 1 m measured vertically to 20 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 890 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 119 m from the projected centre line; said imaginary horizontal line being 44.5 m above the elevation at the end of the strip; and

• (d) an inclined plane abutting the end of the strip associated with the approach to runway 21 having a ratio of 1 m measured vertically to 20 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 858 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 115.8 m from the projected centre line; said imaginary horizontal line being 42.9 m above the elevation at the end of the strip.

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The transitional surfaces, shown on Fort Frances Airport Zoning Plan No. 59-011 91-60, dated January 14, 1993, are described as follows:

• (a) the transitional surfaces associated with runway 12-30 are inclined planes rising at a ratio of 1 m measured vertically to 7 m measured horizontally at right angles to the centre line and projected centre line of the strip, extending upward and outward from the lateral limits of the strip and its approach surfaces to an intersection with the outer surface or with another transitional surface of an adjoining strip; and

• (b) the transitional surfaces associated with runway 03-21 are inclined planes rising at a ratio of 1 m measured vertically to 5 m measured horizontally at right angles to the centre line and projected centre line of the strip, extending upward and outward from the lateral limits of the strip and its approach surfaces to an intersection with the outer surface or with another transitional surface of an adjoining strip.

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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:

• (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.

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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 approach surfaces, shown on Halifax International Airport Zoning Plan Nos. S-2449-1 to S-2449-28 inclusive, S-2449-30 and S-2449-32 to S-2449-39 inclusive, dated March 30, 1990, are planes abutting each end of the strips associated with runways 06-24 and 15-33 and are described as follows:

• (a) an inclined plane abutting the end of the strip associated with the approach to runway 06 having 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 distant 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; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (b) an inclined plane abutting the end of the strip associated with the approach to runway 24 having 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 distant 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; said imaginary horizontal line being 300 m above the elevation at the end of the strip;

• (c) an inclined plane abutting the end of the strip associated with the approach to runway 15 having 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 distant 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; said imaginary horizontal line being 300 m above the elevation at the end of the strip; and

• (d) an inclined plane abutting the end of the strip associated with the approach to runway 33 having 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 distant 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; said imaginary horizontal line being 300 m above the elevation at the end of the strip.

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Each transitional surface, shown on Halifax International Airport Zoning Plan Nos. S-2449-14, S-2449-23 to S-2449-25 inclusive and S-2449-30, dated March 30, 1990, is an inclined plane rising at a ratio of 1 m measured vertically to 7 m measured horizontally at right angles to the centre line and projected centre line of the strip, extending upward and outward from the lateral limits of the strip and its approach surfaces to an intersection with the outer surface or with another transitional surface of an adjoining strip.

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