Turnouts Clause Samples
The Turnouts clause defines the requirements and responsibilities related to the installation, maintenance, and use of railway turnouts—track components that enable trains to switch from one track to another. This clause typically specifies the technical standards for turnout construction, the party responsible for their upkeep, and any operational limitations or procedures associated with their use. By clearly outlining these aspects, the clause ensures safe and efficient train movements at junctions, minimizes the risk of accidents, and allocates maintenance duties between the involved parties.
Turnouts. That portion of the Traveled Way constructed as additional width on single lane roads to allow for safe passing of vehicles.
Turnouts. Purchaser shall construct turnouts intervisible with a maximum distance of 1,000 feet between turnouts unless otherwise shown on drawings. Locations may be adjusted to fit the final subgrade alignment and sight distances. Locations are subject to written approval by the Contract Administrator. Minimum dimensions are shown on the TYPICAL SECTION SHEET.
Turnouts. Purchaser shall construct turnouts as designated on the ROCK LIST. Locations changes are subject to written approval by the Contract Administrator. Minimum dimensions are shown on the ROCK LIST.
Turnouts. That portion of the Traveled Way constructed as additional width on single lane roads to allow for safe passing of vehicles. Specification No. Specification Title T-8030 Snow Removal DESCRIPTION
Turnouts. Purchaser shall construct turnouts as designated on the TURNOUT LIST. Locations may be adjusted to fit the final subgrade alignment and sight distances. Minimum dimensions are shown on the TURNOUT LIST. Turnarounds must be no larger than 30 feet long and 30 feet wide.
Turnouts. A short auxiliary lane on a one-lane road provided for passage of meeting vehicles.
Turnouts. That portion of the Traveled Way constructed as additional width on single lane roads to allow for safe passing of vehicles. Waterbar. A dip in the Roadbed which intercepts surface runoff and diverts the water off the Roadway. A Waterbar is not designed to be traversable by logging trucks.
Turnouts. Turnouts shall be intervisible with maximum of 1,000 feet between turnouts unless shown otherwise on drawings. Locations shall be adjusted to fit the final subgrade alignment and sight distances. Turnout locations shall be subject to written approval by the Contract Administrator.
Turnouts. Contractor shall construct turnouts as designated on the ROCK LIST. Minimum dimensions are shown on the ROCK LIST.
Turnouts. Turnouts must be either intervisible or of a sufficient number given the traffic volumes and the use of radios on the road. They must be sized to accommodate the vehicles that are in regular use on the road. This work consists of cleaning, replacing, and reconditioning signs, posts, and markers that currently exist or are the Permittee’s responsibility to install. These include but are not limited to radio frequency call signs, information signs, kilometre markers, traffic control signs and bridge delineators. This section provides for winter maintenance of roads to facilitate logging operations and safe use. The Permittee must do the following: