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

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

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

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

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

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[...]

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General

[...]

Requirements

[...]

Testing

[...]

• [...]

• (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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Being a surface abutting each end of the strip associated with runway designated as 11-29 and more particularly described as follows:

• (a) 

  a surface abutting the end of the strip associated with runway approach 11 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 said approach surface shall be horizontal and contiguous to said outer surface to an intersection with the northwestern extremity of said outer surface, thence said approach surface shall slope upward at the above specified slope of one (1) metre measured vertically to fifty (50) metres measured horizontally rising 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 and seventy-five (2 475) metres from the projected centre line; said imaginary horizontal line being two hundred and seventy-one (271) metres, measured vertically above the assigned elevation of the airport reference point; and
• (b) 

  a surface abutting the end of the strip associated with runway approach 29 consisting of 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 said approach surface shall be horizontal and contiguous to said outer surface to an intersection with the southeastern extremity of said outer surface, thence said approach surface shall slope upward at the above specified slope of one (1) metre measured vertically to fifty (50) metres measured horizontally rising 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 and seventy-five (2 475) metres from the projected centre line; said imaginary horizontal line being two hundred and seventy-one (271) metres, measured vertically, above the assigned elevation of the airport reference point; and

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• (c) 

  a surface abutting the end of the strip associated with runway approach 18 consisting of an inclined plane having a ratio of one (1) metre measured vertically to forty (40) metres measured horizontally rising to an intersection with the outer surface thence said approach surface shall be contiguous to said outer surface to an intersection with the northern extremity of said outer surface, said intersection being on the projected centre line of the strip and distant three thousand eight hundred and fifty (3 850) metres from the end of the strip, the outer end of said approach surface shall be an imaginary horizontal line drawn at right angles to the projected centre line of the strip, the outer ends of the imaginary horizontal line being seven hundred and twenty-seven decimal five (727.5) metres from the projected centre line, said imaginary horizontal line being forty-five (45) metres, measured vertically, above the airport reference point; and

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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 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 transitional surfaces are shown outlined red on Department of National Defence Plan No. B.C. 1289, sheets 7, 10, 15, 16, 17, 19 to 26 inclusive dated the 6th day of February, 1979 and revised sheets 1, 1A, 8, 11, 12, 13, 14 and 18 dated the 12th day of May, 1981.

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