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General

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Requirements

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Testing

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• (12) Any plastic glazing material that meets the requirements of item 7 of section 4 of the ANSI Z26 Safety Standard — 1996 may be used in that portion of a motorcycle windshield that is below an imaginary horizontal plane located 380 mm vertically above the lowest seating position.

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  [...] 5 “V” Point: V-reference point, 350 mm vertically above and 175 mm horizontally back from H-point

  [...] 5 “V”: V-reference point, 350 mm vertically above and 175 mm horizontally back from H-point

  [...] 5 “V” Point: V-reference point, 350 mm vertically above and 175 mm horizontally back from H-point

  [...] 4 “V” Point: V-reference point, 350 mm vertically above and 175 mm horizontally back from H-point

  [...] 4 “V” Point: V-reference point, 350 mm vertically above and 175 mm horizontally back from H-point

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• 12 Manoeuvring Light — International

  • (a) 

    Notwithstanding the provisions of paragraph 2(f) of this Annex the manoeuvring light described in Rule 34(b) shall be placed in the same fore and aft vertical plane as the masthead light or lights and, where practicable, at a minimum height of two metres vertically above the forward masthead light, provided that it shall be carried not less than two metres vertically above or below the after masthead light. On a vessel where only one masthead light is carried the manoeuvring light, if fitted, shall be carried where it can best be seen, not less than two metres vertically apart from the masthead light.

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  • (b) 

    Notwithstanding paragraph (a), in the waters of the Great Lakes Basin, the manoeuvring light referred to in Rule 34(i) shall be placed in the same fore and aft vertical plane as the masthead light or lights at not less than one metre vertically above or below the after masthead light and, where practicable, shall be placed at the minimum height of one metre vertically above the forward masthead light. On a vessel where only one masthead light is carried, the manoeuvring light, if fitted, shall be carried where it can best be seen and shall be located not less than one metre vertically apart from the masthead light.

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• (2) The running boards at ends of car shall be not less than six inches from a point vertically above the inside face of knuckle when closed with coupler horn against the buffer block, end sill or back stop.

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• (2) Running boards at ends of car shall be not less than six inches from a point vertically above the inside face of knuckle when closed with coupler horn against the buffer block, end sill or back stop.

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The approach surfaces are described as follows:

• (a) a surface abutting the end of the strip associated with runway approach 08R, consisting of an inclined plane having a ratio of one (1) metre measured vertically to fifty (50) metres measured horizontally to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant fifteen thousand (15 000) metres measured horizontally from the end of the strip, the outer ends of the imaginary line being two thousand four hundred (2 400) metres from the projected centre line; the imaginary line being three hundred decimal five (300.5) metres, measured vertically, above the assigned elevation of the airport reference point,

• (b) a surface abutting the end of the strip associated with runway approach 26L consisting of an inclined plane having a ratio of one (1) metre measured vertically to fifty (50) metres measured horizontally rising to an intersection with the outer surface; thence the approach surface shall be horizontal and contiguous to an intersection with an imaginary horizontal line drawn at right angles to the projected centre line and passing through the northwest corner of Lot 1, Section 3, Block 4 North, Range 6 West, Plan 24067; thence the approach surface shall slope upward at a ratio of one (1) metre measured vertically to fifty (50) metres measured horizontally to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant fifteen thousand (15 000) metres measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being two thousand four hundred (2 400) metres from the projected centre line; the imaginary horizontal line being two hundred and ninety-one decimal six zero (291.60) metres, measured vertically, above the assigned elevation of the airport reference point,

• (c) a surface abutting the end of the strip associated with runway approach 08L consisting of an inclined plane having a ratio of one (1) metre measured vertically to fifty (50) metres measured horizontally to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant fifteen thousand (15 000) metres measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being two thousand four hundred (2 400) metres from the projected centre line; the imaginary horizontal line being three hundred decimal six (300.6) metres, measured vertically, above the assigned elevation of the airport reference point,

• (d) a surface abutting the end of the strip associated with runway approach 26R consisting of an inclined plane having a ratio of one (1) metre measured vertically to fifty (50) metres measured horizontally rising to an intersection with the outer surface; thence the approach surface shall be horizontal and contiguous to the outer surface to an intersection with an imaginary horizontal line drawn at right angles to the projected centre line of the strip and passing through the northeast corner of the remainder of Lot D, Section 15, Block 5 North, Range 6 West, Plan 5736; thence the approach surface shall slope upwards at a ratio of one (1) metre measured vertically to fifty (50) metres measured horizontally to an imaginary horizontal line drawn at right angles to the projected centre line of the strip, and distant fifteen thousand (15 000) metres from the end of the strip, the outer ends of the imaginary horizontal line being two thousand four hundred (2 400) metres from the projected centre line; the imaginary horizontal line being two hundred and seventy-eight decimal six (278.6) metres, measured vertically, above the assigned elevation of the airport reference point,

• (e) a surface abutting the end of the strip associated with runway approach 12 consisting of an inclined plane having a ratio of one (1) metre measured vertically to fifty (50) metres measured horizontally rising to an intersection with the outer surface; thence the approach surface shall be horizontal and contiguous to the said outer surface to an intersection with an imaginary horizontal line drawn at right angles to the projected centre line of the strip and commencing at the intersection point of the westerly limit of approach 12 and the westerly boundary of the Township of Richmond boundary; thence the approach surface shall slope upward at a ratio of one (1) metre measured vertically to fifty (50) metres measured horizontally to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant fifteen thousand (15 000) metres measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being two thousand four hundred (2 400) metres from the projected centre line; the imaginary horizontal line being two hundred and ninety-nine decimal sixty-eight (299.68) metres, measured vertically, above the assigned elevation of the airport reference point, and

• (f) a surface abutting the end of the strip associated with runway approach 30 consisting of an inclined plane having a ratio of one (1) metre measured vertically to fifty (50) metres horizontally rising to an intersection with the outer surface; thence the approach surface shall be horizontal and contiguous to the said outer surface to an intersection with an imaginary horizontal line drawn at right angles to the projected centre line of the strip and commencing at the intersection of the southwesterly limit of Approach 30 with the northerly limit of Blundell Road; thence the approach surface shall slope upwards at a ratio of one (1) metre measured vertically to fifty (50) metres measured horizontally to an imaginary horizontal line drawn at right angles to the projected centre line of the strip and distant fifteen thousand (15 000) metres from the end of the strip, the outer ends of the imaginary horizontal line being two thousand four hundred (2 400) metres from the projected centre line; the imaginary horizontal line being two hundred and seventy-six decimal zero five (276.05) metres, measured vertically, above the assigned elevation of the airport reference point,

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Being a surface consisting of an inclined plane rising at a ratio of one (1) metre measured vertically to seven (7) metres measured horizontally at right angles to the centre line and centre line produced of each strip and extending upward and outward from the lateral limits of each strip and its approach surfaces to an elevation of forty-five (45) metres, measured vertically, above the assigned elevation of the airport reference point, which surfaces are shown outlined in red on Department of Transport Plan No. 1280 dated November 2, 1978.

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Being a surface abutting each end of the strips associated with the runways designated 34L-16R, 34R-16L, 25-07 and 28-10 and more particularly described as follows:

• (a) a surface abutting the end of the strip associated with runway approach 34L, consisting of an inclined plane having a ratio of one (1) foot measured vertically to fifty (50) feet measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip, one thousand (1,000) feet measured vertically above the elevation at the end of the strip and fifty thousand (50,000) feet measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being seven thousand and six hundred (7,600) feet from the projected centre line,

• (b) a surface abutting the end of the strip associated with runway approach 34R, consisting of an inclined plane having a ratio of one (1) foot measured vertically to fifty (50) feet measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip, one thousand (1,000) feet measured vertically above the elevation at the end of the strip, and fifty thousand (50,000) feet measured horizontally from the end of the strip the outer ends of the imaginary horizontal line being eight thousand (8,000) feet from the projected centre line,

• (c) a surface abutting the end of the strip associated with runway approach 25, consisting of an inclined plane having a ratio of one (1) foot measured vertically to fifty (50) feet measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip, two hundred (200) feet measured vertically above the elevation at the end of the strip and ten thousand (10,000) feet measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being two thousand (2,000) feet from the projected centre line,

• (d) a surface abutting the end of the strip associated with runway approach 28, consisting of an inclined plane having a ratio of one (1) foot measured vertically to fifty (50) feet measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip, two hundred (200) feet measured vertically above the elevation at the end of the strip and ten thousand (10,000) feet measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being two thousand (2,000) feet from the projected centre line,

• (e) a surface abutting the end of the strip associated with runway approach 16L, consisting of an inclined plane having a ratio of one (1) foot measured vertically to fifty (50) feet measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip, one thousand (1,000) feet measured vertically above the elevation at the end of the strip and fifty thousand (50,000) feet measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being eight thousand (8,000) feet from the projected centre line,

• (f) a surface abutting the end of the strip associated with runway approach 16R, consisting of an inclined plane having a ratio of one (1) foot measured vertically to fifty (50) feet measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip, one thousand (1,000) feet measured vertically above the elevation at the end of the strip and fifty thousand (50,000) feet measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being seven thousand and six hundred (7,600) feet from the projected centre line,

• (g) a surface abutting the end of the strip associated with runway approach 10, consisting of an inclined plane having a ratio of one (1) foot measured vertically to fifty (50) feet measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip, two hundred (200) feet measured vertically above the elevation at the end of the strip and ten thousand (10,000) feet measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being two thousand (2,000) feet from the projected centre line, and

• (h) a surface abutting the end of the strip associated with runway approach 07, consisting of an inclined plane having a ratio of one (1) foot measured vertically to thirty (30) feet measured horizontally, rising to an imaginary horizontal line drawn at right angles to the projected centre line of the strip, three hundred and thirty-three and thirty-three hundredths (333.33) feet measured vertically above the elevation at the end of the strip and ten thousand (10,000) feet measured horizontally from the end of the strip, the outer ends of the imaginary horizontal line being two thousand (2,000) feet from the projected centre line,

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