GreatNorthCollective/greatnorth-canada-federal-laws-text huggingface dataset:
Railway Safety Appliance Standards Regulations — 502
502 Locomotives in Road Service (normal road operation) shall be equipped with a pilot that (a) is located at the front; (b) has a minimum height above the rail of not less than three inches and a maximum of not more than six inches; (c) is securely attached and adequately braced; and (d) is maintained in a safe and suitable condition for service.
Railway Safety Appliance Standards Regulations — 504
504 One at right and left side of each pilot.
Railway Safety Appliance Standards Regulations — 505
505 Pilot steps shall be of sufficient width and depth for a man to stand on.
Railway Safety Appliance Standards Regulations — 506
506 Pilot step shall be securely fastened with bolts or rivets.
Railway Safety Appliance Standards Regulations — 507
507 Locomotives of a design capable of normal operation in either direction, such as Diesel electric or electric units, or any type of locomotive regularly assigned to such road service as to necessitate the running of tender first shall be equipped at the front and rear with a pilot or combination pilot and footboards, except that in the case of Diesel “A” and “B” units application is required only on the front end of “A” units.
Railway Safety Appliance Standards Regulations — 508
508 (1) Locomotives in yard switching and transfer service shall be equipped with footboards at the front and rear. (2) The height from the top of rail to top of tread shall be not more than 12 inches, nor less than nine inches. (3) On locomotives in yard switching service, (a) footboards may be constructed in two sections if the majority of horizontal space on each side of the coupler is protected by the footboards; (b) footboards shall be securely fastened to two one-inch by four-inch metal brackets, if footboard is not cut or notched at any point; (c) if footboard is cut or notched or in two sections not less than four one-inch by three-inch metal brackets shall be used, two located on each side of coupler; (d) each bracket shall be secured to the buffer-beam, end-sill, frame or plate forming the end structure of the locomotive or tender by not less than two 7/8-inch bolts. (4) Metal of serrated anti-skid design, constructed with sufficient open area to prevent accumulation of snow and ice on the tread surface shall be used. (5) If wood, preferably two inches thick but not less than 1 1/2 inches in thickness, is used, the footboard shall not be cut or notched at any point, outer corners may be radiused or slightly beveled. (6) The footboards shall be (a) of sufficient width to provide adequate foot space, notwithstanding projecting grab irons or other devices; and (b) not less than 10 inches wide and three feet in length. (7) Footboards shall be located at front and rear, extending not less than 18 inches outside gauge of straight track. (8) Foot stops, not less than four inches in height, shall be applied above the tread, at the back and each inner end. NOTE: It is preferable that any openings between the footboards and underside of buffer beam or frame be covered for the protection of employees.
Railway Safety Appliance Standards Regulations — NOTE:
NOTE: It is preferable that any openings between the footboards and underside of buffer beam or frame be covered for the protection of employees.
Railway Safety Appliance Standards Regulations — 509
509 (1) Locomotives operating in road and yard switching services shall be equipped at the front and rear with combination pilots and footboards. (2) Footboards shall be metal, serrated anti-skid design, constructed with sufficient open area to prevent accumulation of snow and ice on the tread surface. (3) The combination pilot, footboards and associated supports shall be of adequate strength and of an appropriate design acceptable to the Commission for the requirements of road service, maintained in a safe and satisfactory operating condition.
Railway Safety Appliance Standards Regulations — 510
510 All locomotives shall be equipped with automatic couplers at front and rear.
Railway Safety Appliance Standards Regulations — 511
511 Two double levers operative from both sides.
Railway Safety Appliance Standards Regulations — 512
512 One on front and one on rear of each locomotive.
Railway Safety Appliance Standards Regulations — 513
513 Uncoupling lever handles shall be not more than 12, preferably nine, inches from side of unit and shall be so constructed as to give a minimum clearance of two inches around handle.
Railway Safety Appliance Standards Regulations — 514
514 Locomotive units of untried type or locomotives not covered specifically in the foregoing sections, relative to sill steps, hand holds, ladders, running boards, and other safety appliances may be considered as being of special construction. All such units shall be equipped as near as possible with a full complement of suitable safety appliances as required for locomotives of approximately the same type.
Railway Safety Appliance Standards Regulations — Railway Safety Appliance Standards Regulations
(Any efficient arrangement of ratchet-wheel and pawl may be used.)
Timmins Airport Zoning Regulations — 1
1 These Regulations may be cited as the Timmins Airport Zoning Regulations .
Timmins Airport Zoning Regulations — 2
2 In these Regulations, airport means Timmins Airport, City of Timmins, in the Province of Ontario; ( aéroport ) airport reference point means the point described in Part I of the schedule; ( point de repère de l’aéroport ) approach surface means an imaginary inclined plane extending upward and outward from each end of a strip along and at right angles to the projected centre line thereof, which approach surface is more particularly described in Part III of the schedule; ( surface d’approche ) Minister means the Minister of Transport; ( ministre ) outer surface means an imaginary surface located above and in the immediate vicinity of the airport, which outer surface is more particularly described in Part IV of the schedule; ( surface extérieure ) strip means the rectangular portion of the landing area of the airport including the runway prepared for the take-off and landing of aircraft in a particular direction, which strip is more particularly described in Part V of the schedule; ( bande ) transitional surface means an imaginary inclined plane extending upward and outward from the lateral limits of a strip and its approach surfaces, which transitional surface is more particularly described in Part VI of the schedule. ( surface de transition )
Timmins Airport Zoning Regulations — Timmins Airport Zoning Regulations
airport means Timmins Airport, City of Timmins, in the Province of Ontario; ( aéroport )
Timmins Airport Zoning Regulations — Timmins Airport Zoning Regulations
airport reference point means the point described in Part I of the schedule; ( point de repère de l’aéroport )
Timmins Airport Zoning Regulations — Timmins Airport Zoning Regulations
approach surface means an imaginary inclined plane extending upward and outward from each end of a strip along and at right angles to the projected centre line thereof, which approach surface is more particularly described in Part III of the schedule; ( surface d’approche )
Timmins Airport Zoning Regulations — Timmins Airport Zoning Regulations
Minister means the Minister of Transport; ( ministre )
Timmins Airport Zoning Regulations — Timmins Airport Zoning Regulations
outer surface means an imaginary surface located above and in the immediate vicinity of the airport, which outer surface is more particularly described in Part IV of the schedule; ( surface extérieure )
Timmins Airport Zoning Regulations — Timmins Airport Zoning Regulations
strip means the rectangular portion of the landing area of the airport including the runway prepared for the take-off and landing of aircraft in a particular direction, which strip is more particularly described in Part V of the schedule; ( bande )
Timmins Airport Zoning Regulations — Timmins Airport Zoning Regulations
transitional surface means an imaginary inclined plane extending upward and outward from the lateral limits of a strip and its approach surfaces, which transitional surface is more particularly described in Part VI of the schedule. ( surface de transition )
Timmins Airport Zoning Regulations — 3
3 For the purposes of these Regulations, the airport reference point is deemed to be 955 feet above sea level.
Timmins Airport Zoning Regulations — 4
4 These Regulations apply to all the lands, including public road allowances, adjacent to or in the vicinity of the airport, the outer limits of which lands are described in Part II of the schedule, other than such lands as from time to time form part of the airport.
Timmins Airport Zoning Regulations — 5
5 No person shall erect or construct on any land to which these Regulations apply any building, structure or object or any addition to any existing building, structure or object, the highest point of which will exceed in elevation at the location of that point any of the surfaces hereinafter set out that project immediately over and above the surface of the land at that location, namely, (a) the approach surfaces; (b) the outer surface; or (c) the transitional surfaces.
Timmins Airport Zoning Regulations — 6
6 Where an object of natural growth on any land to which these Regulations apply exceeds in elevation any of the surfaces referred to in section 5, the Minister may make a direction that the owner or occupier of the land on which that object is growing remove the excessive growth. SOR/81-180, s. 1
Timmins Airport Zoning Regulations — Timmins Airport Zoning Regulations
Being a point distant 500 feet measured easterly at right angles from a point on the centre line of runway 03-21 distant 500 feet measured southerly from the intersection thereof with the centre line of runway 10-28.
Timmins Airport Zoning Regulations — (a)
Being a surface abutting each end of the strips associated with the runways designated 03-21 and 10-28, and more particularly described as follows: (a) a surface abutting the end of the strip associated with runway approach 03 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, (b) 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, (c) a surface abutting the end of the strip associated with runway approach 21 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 (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, which approach surfaces are shown on Department of Transport Plan No. T2871, dated March 1, 1975.
Timmins Airport Zoning Regulations — (a)
(a) a surface abutting the end of the strip associated with runway approach 03 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,
Timmins Airport Zoning Regulations — (b)
(b) 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,
Timmins Airport Zoning Regulations — (c)
(c) a surface abutting the end of the strip associated with runway approach 21 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
Timmins Airport Zoning Regulations — (d)
(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,
Timmins Airport Zoning Regulations — Timmins Airport Zoning Regulations
which approach surfaces are shown on Department of Transport Plan No. T2871, dated March 1, 1975.
Timmins Airport Zoning Regulations — (a)
Being an imaginary surface consisting of (a) a common plane established at a constant elevation of one hundred and fifty (150) feet above the assigned elevation of the airport reference point, and (b) where the common plane described in paragraph (a) is less than thirty (30) feet above the surface of the ground, an imaginary surface located thirty (30) feet above the surface of the ground, which outer surface is shown on Department of Transport Plan No. T2871, dated March 1, 1975.
Timmins Airport Zoning Regulations — (a)
(a) a common plane established at a constant elevation of one hundred and fifty (150) feet above the assigned elevation of the airport reference point, and
Timmins Airport Zoning Regulations — (b)
(b) where the common plane described in paragraph (a) is less than thirty (30) feet above the surface of the ground, an imaginary surface located thirty (30) feet above the surface of the ground,
Timmins Airport Zoning Regulations — Timmins Airport Zoning Regulations
which outer surface is shown on Department of Transport Plan No. T2871, dated March 1, 1975.
Timmins Airport Zoning Regulations — (a)
Each strip is described as follows: (a) the strip associated with runway 03-21 is one thousand (1,000) feet in width, five hundred (500) feet being on each side of the centre line of the runway, and six thousand five hundred (6,500) feet in length, and (b) the strip associated with runway 10-28 is one thousand (1,000) feet in width, five hundred (500) feet being on each side of the centre line of the runway, and five thousand three hundred and three (5,303) feet in length, which strips are shown on Department of Transport Plan No. T2871, dated March 1, 1975.
Timmins Airport Zoning Regulations — (a)
(a) the strip associated with runway 03-21 is one thousand (1,000) feet in width, five hundred (500) feet being on each side of the centre line of the runway, and six thousand five hundred (6,500) feet in length, and
Timmins Airport Zoning Regulations — (b)
(b) the strip associated with runway 10-28 is one thousand (1,000) feet in width, five hundred (500) feet being on each side of the centre line of the runway, and five thousand three hundred and three (5,303) feet in length,
Timmins Airport Zoning Regulations — Timmins Airport Zoning Regulations
which strips are shown on Department of Transport Plan No. T2871, dated March 1, 1975.
Timmins Airport Zoning Regulations — Timmins Airport Zoning Regulations
Being a surface consisting of an inclined plane rising at a ratio of one (1) foot measured vertically to seven (7) feet 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 intersection with the outer surface or another transitional surface of an adjoining strip, which surfaces are shown on Department of Transport Plan No. T2871, dated March 1, 1975.
Height of Wires of Telegraph and Telephone Lines Regulations — 1
1 These Regulations may be cited as the Height of Wires of Telegraph and Telephone Lines Regulations .
Height of Wires of Telegraph and Telephone Lines Regulations — 2
2 Unless otherwise directed or permitted by the Railway Transport Committee of the Canadian Transport Commission, the height at which any company empowered by Special Act or other authority of the Parliament of Canada to construct, operate and maintain telegraph or telephone lines shall affix and maintain any wires (a) above or across highways and public places in cities, towns and incorporated villages, and (b) above, across or adjacent to any private way, entrance or lane used for vehicular traffic, shall be in accordance with the provisions relating to communication lines in Canadian Standards Association Standard C22.3 No. 1-1970 pertaining to Overhead Systems And Underground Systems being part of Canadian Electrical Code, Part III.
Joint Use of Poles Regulations — 1
1 These Regulations may be cited as the Joint Use of Poles Regulations .
Joint Use of Poles Regulations — 2
2 Subject to the terms and conditions of these Regulations and with the consent of the party owning, operating or controlling the poles or other such structures hereinafter mentioned, telephone, telegraph and electric power corporations within the legislative authority of the Parliament of Canada may erect and maintain their lines, plant and facilities upon the poles and other such structures of each other and upon the poles and other structures of other telephone, telegraph, communication, electrical power, signal service, electric railway corporations, municipal corporations and of all other persons, corporations and commissions which operate or maintain pole lines or other such structures for the purposes of their undertakings, upon the terms and conditions hereinafter set forth.
Joint Use of Poles Regulations — 3
3 Subject to the terms and conditions of these Regulations, telephone, telegraph and electric power corporations within the legislative authority of the Parliament of Canada may permit and consent to the erection and maintenance upon their poles and other such structures of the lines, plant and facilities of other telephone, telegraph, communication, signal service, electrical power, electric railway corporations, municipal corporations, and all other persons, corporations and commissions which may desire to place their lines and facilities on such poles or structures for the purpose of their undertakings, upon the terms and conditions hereinafter set forth.
Joint Use of Poles Regulations — 4
4 The erection and maintenance of any of the persons, corporations or commissions hereinbefore described of their lines, plant and facilities upon the poles or other such structures owned, operated or controlled by another such person, corporation, or commission, hereinafter referred to as “joint use”, as authorized by these Regulations, shall be subject to the terms and conditions set out in sections 5 to 11, which shall apply and be observed during the continuance thereof.
Joint Use of Poles Regulations — 5
5 Such joint use shall be effected only in pursuance of and upon the terms contained in an agreement in writing entered into and executed by the parties concerned in such joint use.
Joint Use of Poles Regulations — 6
6 Such agreements may contain such terms, conditions and specifications not inconsistent with those hereinafter set forth, as the parties thereto deem necessary, desirable and applicable.
Joint Use of Poles Regulations — 7
7 Each such agreement, or the specifications made part thereof, shall contain the provisions stated in sections 8 and 9 which shall be strictly adhered to in both the construction and maintenance of the facilities erected on jointly used poles.
Joint Use of Poles Regulations — 8
8 (1) The relative levels at which lines, wires, cables and other longitudinal conductors are located on the poles shall, where practicable, be as follows: (a) highest level, supply conductors, subject to paragraph (c); (b) next level, communication conductors; and (c) lowest level, trolley contact conductors and feeders, where it is not feasible to place them above the level referred to in paragraph (b). (2) Appurtenances of each class of service shall occupy the same general level on the poles as that taken by the conductors with which they are associated except in those cases in which the parties concerned have agreed that it is technically infeasible to do this.
Joint Use of Poles Regulations — 9
9 (1) Adequate and safe clearances shall be maintained between supply and communication conductors on the same poles, such clearances being not less than those recited as follows: (a) for supply circuit voltages of 0 to 8,000, a vertical clearance of 40 inches; and (b) for supply circuit voltages over 8,000, a vertical clearance of 60 inches. (2) Metal sheathed supply cables of any voltage may be erected with clearances of 40 inches if the sheaths of the cables are permanently and effectively grounded. (3) Appurtenances associated with supply and communication conductors shall have the same clearances as the conductors, except that cross-arm braces are not considered to be appurtenances if these braces are separated by at least one inch from metal parts of other appurtenances; span wires for trolley conductors and lamp brackets are excepted from these requirements.
Joint Use of Poles Regulations — 10
10 The parties to any such agreement for joint use may embody therein such terms and conditions governing, as between themselves, their respective liability to each other, or to third parties who may be affected by such joint use, and where any such agreement so provides, then notwithstanding the Electric Sparks Prevention Regulations , all liability for damages and/or injuries arising out of the joint use of poles and facilities in pursuance of such agreement shall, as between the parties thereto, be governed by the terms and provisions of said agreement, so far as they extend thereto.