Utility Structures Sample Clauses

Utility Structures. PURCHASER is responsible for the protection of utility lines and any buried power lines. Prior to equipment move-in, PURCHASER shall notify the Oregon Notification Center (000)-000-0000 and request that the owner of utility and gas lines be notified of PURCHASER’s operation. In the event of an accident, PURCHASER shall immediately make contact with the appropriate authorities. PURCHASER will be responsible for liability and damages to these utilities.
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Utility Structures. Bring backfill to grade in even lifts on all sides. Lift depths and compaction densities shall be as specified according to area of installation for pipe above. Backfill against cast-in-place concrete structure only after concrete has attained the specified 28-day compressive strength.
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Utility Structures. Provide a minimum of 12 inches below subgrade and backfill with Class I compacted to 95 percent maximum density. If the soil conditions are found to be unsuitable for structural stability of the manhole, Town may require additional depth of Class I material.
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Utility Structures. CONTRACTOR is responsible for the protection of utility lines and any buried power lines. Prior to equipment move-in, CONTRACTOR shall notify the Oregon Notification Center (000)- 000-0000 and request that the owner of utility and gas lines be notified of CONTRACTOR’S operation. In the event of an accident, CONTRACTOR shall immediately make contact with the appropriate authorities. CONTRACTOR will be responsible for liability and damages to these utilities.
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Utility Structures. All manholes, inlets, meter pits, vaults, castings, and other utility structures shall be completely removed from the site unless specifically stated otherwise. All excavations are to be inspected and approved by the Engineer before backfilling is started. The Contractor shall ensure that no excavations will remain open and exposed for more than 24 hours without proper safety fencing. The Contractor shall contact the Engineer as soon as removals are complete to schedule backfill inspections. Failure to do so may result in re-excavation of utility areas at the Contractor’s expense.
Sample 1

Related to Utility Structures

  • Structures Airport facilities such as bridges; culverts; catch basins, inlets, retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains; electrical ducts, manholes, handholes, lighting fixtures and bases; transformers; flexible and rigid pavements; navigational aids; buildings; vaults; and, other manmade features of the airport that may be encountered in the work and not otherwise classified herein. 10-50 SUBGRADE. The soil which forms the pavement foundation.

  • Buildings The Employer will provide and maintain all state-owned buildings, facilities, and equipment in accordance with the specific written order(s) of the Michigan Departments of Licensing and Regulatory Affairs and/or Military and Veterans Affairs. Where facilities are leased by the Employer, the Employer shall make every reasonable effort to assure that such facilities comply with the order(s) of the Michigan Departments of Licensing and Regulatory Affairs and/or Military and Veterans Affairs.

  • Electrical Provide drawings for the following systems:

  • Installations 2.1. This test shall be conducted with either the complete REESS or with a related REESS subsystem(s) including the cells and their electrical connections. If the manufacturer chooses to test with related subsystem(s), the manufacturer shall demonstrate that the test result can reasonably represent the performance of the complete REESS with respect to its safety performance under the same conditions. If the electronic management unit for the REESS is not integrated in the casing enclosing the cells, then the electronic management unit may be omitted from installation on the Tested-Device if so requested by the manufacturer.

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