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  1. Toronto/Lester B. Pearson International Airport Zoning Regulations - SOR/99-123 (SCHEDULE)

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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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  2. Trenton Airport Zoning Regulations - SOR/96-401 (SCHEDULE)

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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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  3. Fort Frances Airport Zoning Regulations - SOR/96-133 (SCHEDULE)

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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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  4. Greenwood Airport Zoning Regulations - SOR/95-558 (SCHEDULE)

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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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  5. Stratford Municipal Airport Zoning Regulations - SOR/95-495 (SCHEDULE)

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    The approach surfaces, shown on Stratford Municipal Airport Zoning Plan No. 31-009 89-064, dated August 29, 1994, are planes abutting each end of the strips associated with runways 05-23 and 17-35 and are described as follows:

    • (a) an inclined plane abutting the end of the strip associated with the approach to runway 05 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 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; said imaginary horizontal line being 75 m above elevation at the end of the strip;

    • (b) an inclined plane abutting the end of the strip associated with the approach to runway 23 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 1 776 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 341.4 m from the projected centre line; said imaginary horizontal line being 44.4 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 17 having a ratio of 1 m measured vertically to 30 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 1 350 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 180 m from the projected centre line; said imaginary horizontal line being 45 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 35 having a ratio of 1 m measured vertically to 30 m measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant 1 311 m measured horizontally from the end of the strip; the outer ends of the imaginary horizontal line being 176.1 m from the projected centre line; said imaginary horizontal line being 43.7 m above the elevation at the end of the strip.

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