Common use of Barricades, Signs and Other Protective Devices Clause in Contracts

Barricades, Signs and Other Protective Devices. The Contractor shall furnish, erect and maintain at street closures, intersections and at all other locations, where required, all necessary standard or approved barricades, suitable and sufficient lights, torches, approved reflectors, danger signals, warning and closure signs, directional detour signs and whatever additional measures the Engineer may deem necessary for proper control of traffic and for the safety of all concerned, all in accordance with the rules and regulations of the Bureau of Traffic Operations. The Contractor shall indicate by each day and by night the impassable and dangerous conditions existing on or adjacent to the site of the Work. The Contractor shall provide a sufficient number of watchmen and shall take all necessary and legal precautions for the protection of the Work and for the safety of the public, as required by the Contract. All barricades, danger signals, warning signs and obstructions shall be illuminated at night and all lights shall be kept burning from sunset until sunrise. Barricades shall be placed parallel to, adjacent to and on both sides of excavations for curbs and sidewalks. Each line shall have a clear space of not more than 7,620mm (25ft) between barricades. Barricades shall be Class II, single rail, hinged type, complying with the REGULATION MANUAL ON TEMPORARY TRAFFIC CONTROL BY STREET BARRICADES AND CHANNELIZATION issued by the Bureau of Traffic Operations. Each barricade shall have at least one (1) battery-operated, flash-type warning device of approved manufacture affixed thereon, as directed by the Engineer. Steel plates shall be provided over all excavations in front of driveways and excavations over which pedestrian or vehicular traffic is to be maintained. Plates shall be of a thickness sufficient for the loads to be carried and shall have not less than 610mm (2 ft) of bearing on either side of an excavation. Width of plates for vehicular traffic shall not be less than 3, 048mm (10 ft), and for pedestrian traffic not less than 1,219mm (4ft). Plates for pedestrian traffic shall be equipped with approved, dismountable hand rails on both sides, for the full lengths of plates. The Contractor shall be responsible for the adequacy of all plates.

Barricades, Signs and Other Protective Devices. The Contractor shall furnish, erect and maintain at street closures, intersections and at all other locations, where required, all necessary standard or approved barricades, suitable and sufficient lights, torches, approved reflectors, danger signals, warning and closure signs, directional detour signs and whatever additional measures the Engineer may deem necessary for proper control of traffic and for the safety of all concerned, all in accordance with the rules and regulations of the Bureau of Traffic Operations. The Contractor shall indicate by each day and by night the impassable and dangerous conditions existing on or adjacent to the site of the Workwork. The Contractor shall provide a sufficient number of watchmen and shall take all necessary and legal precautions for the protection of the Work work and for the safety of the public, as required by the Contractcontract. All barricades, danger signals, warning signs and obstructions shall be illuminated at night and all lights shall be kept burning from sunset until sunrise. Barricades shall be placed parallel to, adjacent to and on both sides of excavations for curbs and sidewalks. Each line shall have a clear space of not more than 7,620mm (25ft) between barricades. Barricades shall be Class II, single rail, hinged type, complying with the REGULATION MANUAL ON TEMPORARY TRAFFIC CONTROL BY STREET BARRICADES AND CHANNELIZATION issued by the Bureau of Traffic Operations. Each barricade shall have at least one (1) battery-operated, flash-type warning device of approved manufacture affixed thereon, as directed by the Engineer. Steel plates shall be provided over all excavations in front of driveways and excavations over which pedestrian or vehicular traffic is to be maintained. Plates shall be of a thickness sufficient for the loads to be carried and shall have not less than 610mm (2 ft) of bearing on either side of an excavation. Width of plates for vehicular traffic shall not be less than 3, 048mm (10 ft), and for pedestrian traffic not less than 1,219mm (4ft). Plates for pedestrian traffic shall be equipped with approved, dismountable hand rails on both sides, for the full lengths of plates. The Contractor shall be responsible for the adequacy of all plates.