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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 approach surfaces, as shown on the zoning plan, are described as follows:

• (a) an imaginary inclined surface abutting the 06R end of Strip Surface 06R-24L and ascending, from an assigned elevation of 29.91 m above sea level, at a ratio of 1 m measured vertically to 50 m measured horizontally, to an imaginary horizontal line drawn at right angles to the projected centreline of Strip Surface 06R-24L and distant 6 000 m measured horizontally from the end of Strip Surface 06R-24L; the outer ends of the imaginary horizontal line being 1 050 m from that projected centreline and 120 m above the assigned elevation at the 06R end of Strip Surface 06R-24L;

• (b) an imaginary inclined surface abutting the 24L end of Strip Surface 06R-24L and ascending, from an assigned elevation of 36.09 m above sea level, at a ratio of 1 m measured vertically to 50 m measured horizontally, to an imaginary horizontal line drawn at right angles to the projected centreline of Strip Surface 06R-24L and distant 6 000 m measured horizontally from the end of Strip Surface 06R-24L; the outer ends of the imaginary horizontal line being 1 050 m from that projected centreline and 120 m above the assigned elevation at the 24L end of Strip Surface 06R-24L;

• (c) an imaginary inclined surface abutting the 06L end of Strip Surface 06L-24R and ascending, from an assigned elevation of 29.44 m above sea level, at a ratio of 1 m measured vertically to 50 m measured horizontally, to an imaginary horizontal line drawn at right angles to the projected centreline of Strip Surface 06L-24R and distant 6 000 m measured horizontally from the end of Strip Surface 06L-24R; the outer ends of the imaginary horizontal line being 1 050 m from that projected centreline and 120 m above the assigned elevation at the 06L end of Strip Surface 06L-24R;

• (d) an imaginary inclined surface abutting the 24R end of Strip Surface 06L-24R and ascending, from an assigned elevation of 32.45 m above sea level, at a ratio of 1 m measured vertically to 50 m measured horizontally, to an imaginary horizontal line drawn at right angles to the projected centreline of Strip Surface 06L-24R and distant 6 000 m measured horizontally from the end of Strip Surface 06L-24R; the outer ends of the imaginary horizontal line being 1 050 m from that projected centreline and 120 m above the assigned elevation at the 24R end of Strip Surface 06L-24R;

• (e) an imaginary inclined surface abutting the 10 end of Strip Surface 10-28 and ascending, from an assigned elevation of 29.28 m above sea level, at a ratio of 1 m measured vertically to 50 m measured horizontally, to an imaginary horizontal line drawn at right angles to the projected centreline of Strip Surface 10-28 and distant 6 000 m measured horizontally from the end of Strip Surface 10-28; the outer ends of the imaginary horizontal line being 1 050 m from that projected centreline and 120 m above the assigned elevation at the 10 end of Strip Surface 10-28; and

• (f) an imaginary inclined surface abutting the 28 end of Strip Surface 10-28 and ascending, from an assigned elevation of 30.29 m above sea level, at a ratio of 1 m measured vertically to 50 m measured horizontally, to an imaginary horizontal line drawn at right angles to the projected centreline of Strip Surface 10-28 and distant 6 000 m measured horizontally from the end of Strip Surface 10-28; the outer ends of the imaginary horizontal line being 1 050 m from that projected centreline and 120 m above the assigned elevation at the 28 end of Strip Surface 10-28.

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Each transitional surface, as shown on the zoning plan, is an imaginary inclined surface ascending at a ratio of 1 m measured vertically to 7 m measured horizontally at right angles to the centreline and projected centreline of the strip surface, and extending upward and outward from the lateral limits of the strip surface and its approach surfaces to the intersection with the outer surface.

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The approach surfaces, as shown on sheets 1 to 27, 29 to 35 and 38 to 40 of the zoning plan, are surfaces abutting each end of the strip surfaces associated with runways 06-24 and 12-30. The approach surfaces are described as follows:

• (a) Approach Surface 06 is an imaginary inclined surface abutting the 06 end of Strip Surface 06-24 and ascending from an assigned elevation of 228.30 m, at a ratio of 1 m measured vertically to 60 m measured horizontally, to an imaginary horizontal line drawn at right angles to the projected centre line of Strip Surface 06-24 and distant 3 000 m measured horizontally from the end of Strip Surface 06-24; thence ascending, at a ratio of 1 m measured vertically to 50 m measured horizontally, to an imaginary horizontal line drawn at right angles to the projected centre line of Strip Surface 06-24, being the outer edge of the approach surface, and distant 9 000 m measured horizontally from the end of Strip Surface 06-24; the outer edge having a length of 1 500 m on either side of the projected centre line and an elevation 170 m above the assigned elevation of the 06 end of Strip Surface 06-24;

• (b) Approach Surface 24 is an imaginary inclined surface abutting the 24 end of Strip Surface 06-24 and ascending from an assigned elevation of 230.30 m, at a ratio of 1 m measured vertically to 60 m measured horizontally, to an imaginary horizontal line drawn at right angles to the projected centre line of Strip Surface 06-24 and distant 3 000 m measured horizontally from the end of Strip Surface 06-24; thence, ascending at a ratio of 1 m measured vertically to 50 m measured horizontally, to an imaginary horizontal line drawn at right angles to the projected centre line of Strip Surface 06-24, being the outer edge of the approach surface, and distant 15 000 m measured horizontally from the end of Strip Surface 06-24; the outer edge having a length of 2 400 m on either side of the projected centre line and an elevation 290 m above the assigned elevation of the 24 end of Strip Surface 06-24;

• (c) Approach Surface 12 is an imaginary inclined surface abutting the 12 end of Strip Surface 12-30 and ascending from an assigned elevation of 235.50 m, at a ratio of 1 m measured vertically to 60 m measured horizontally, to an imaginary horizontal line drawn at right angles to the projected centre line of Strip Surface 12-30 and distant 3 000 m measured horizontally from the end of Strip Surface 12-30; thence, ascending at a ratio of 1 m measured vertically to 50 m measured horizontally, to an imaginary horizontal line drawn at right angles to the projected centre line of Strip Surface 12-30, being the outer edge of the approach surface, and distant 15 000 m measured horizontally from the end of Strip Surface 12-30; the outer edge having a length of 2 400 m on either side of the projected centre line and an elevation 290 m above the assigned elevation of the 12 end of Strip Surface 12-30;

• (d) Approach Surface 30 is an imaginary inclined surface abutting the 30 end of Strip Surface 12-30 and ascending from an assigned elevation of 233.30 m, at a ratio of 1 m measured vertically to 60 m measured horizontally, to an imaginary horizontal line drawn at right angles to the projected centre line of Strip Surface 12-30 and distant 3 000 m measured horizontally from the end of Strip Surface 12-30; thence, ascending at a ratio of 1 m measured vertically to 50 m measured horizontally, to an imaginary horizontal line drawn at right angles to the projected centre line of Strip Surface 12-30, being the outer edge of the approach surface, and distant 15 000 m measured horizontally from the end of Strip Surface 12-30; the outer edge having a length of 2 400 m on either side of the projected centre line and an elevation 290 m above the assigned elevation of the 30 end of Strip Surface 12-30.

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Each transitional surface, as shown on sheets 16 to 18, 20 to 23, 27 and 28 of the zoning plan, is an imaginary inclined surface that extends upward and outward, from the lateral limits of the abutting strip surface and the abutting approach surface, at a ratio of 1 m measured vertically to 7 m measured horizontally and at right angles to the centre line of each abutting strip surface and approach surface to the intersection with the outer surface, or with another transitional surface.

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The approach surfaces associated with the heliport and shown on the Plan are described as follows:

• (a) an imaginary inclined plane extending upward and outward from the intersection of imaginary vertical planes passing through the heliport boundary, with imaginary horizontal planes lying 2 m above the general ground level of the heliport boundary at any point thereon, to a maximum elevation of 792 m above sea level at the outer limit of the approach surface, being 115 m, more or less, above the assigned elevation of the heliport zoning reference point, such outer limit being a circle of radius 5,000 m centred on the heliport zoning reference point;

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The transitional surfaces, shown on Pickering Airport Site Zoning Plan No. 18-001 02-041, Sheets 10, 11, 15, 16, 17, 21, and 22, dated October 30, 2002, are imaginary inclined surfaces that extend upward and outward from the lateral limits of an abutting strip surface and an abutting take-off/approach surface, rising at a ratio of 1 m measured vertically to 7 m measured horizontally and perpendicularly to the centre line 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 surface.

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