GRADES AND ELEVATIONS Sample Clauses

GRADES AND ELEVATIONS. A. The Contract Documents indicate, in general, alignments, grade elevations and invert elevations. Establish the lines and grades in conformity with the Contract Documents. The Owner’s Representative, however, may make such adjustments in the field in grades and alignments as are found necessary in order to avoid interference with any special conditions encountered.
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Related to GRADES AND ELEVATIONS

  • Elevation Elevation is defined as restoring an employee to the higher classification, with permanent status, which was held prior to being granted a demotion or to a class that is between the current class and the class from which the employee was demoted. Upon elevation, an employee’s salary will be determined in the same manner that is provided for promotion in Section 43.5, above.

  • ROAD DIMENSIONS Purchaser shall perform road work in accordance with the dimensions shown on the TYPICAL SECTION SHEET and the specifications within this road plan.

  • Fire Fighting Costs of operating and maintaining the fire-fighting equipments and personnel, if any.

  • Electrical connections Equipment requiring electrical connections for operation shall either be hard wired to the Authorized User's provided connections or the Contractor shall be responsible for a male electrical union. All connections shall be made by the Contractor and accomplished in accordance with National Electrical Code requirements. Electrically operated equipment shall be available in the following volts and phases: 208 volt 1 or 3 phase, 60 HZ 220 volt 1 or 3 phase, 60 HZ 440 volt 1 or 3 phase, 60 HZ

  • Road Surfaces (1) Grade, shape, crown, and/or outslope surface and shoulders.

  • Formwork Descriptions of formwork shall be deemed to include use and waste only (except where described as left in or permanent), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re- use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. Formwork to soffits of solid slabs etc., shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described. Formwork to sides of bases, pile caps, ground beams, etc., will only be measured where it is prescribed by the Engineer for design reasons. Formwork necessitated by irregularity or collapse of excavated faces will not be measured and the cost thereof shall be deemed to be included in the allowance for taking the risk of collapse of the sides of the excavations, provision for which is made in Earthworks. Carried to Collection R Amount Item Quantity Rate Amount No REINFORCED CONCRETE 25 MPa/19mm Concrete: 14 Base slabs. m3 7 15 Suspended Slabs. m3 7 TEST BLOCKS Test blocks: 16 Making and testing set of three 150x150x150mm concrete strength test cubes (Provisional). No 4 FINISHING TOP SURFACE OF CONCRETE Finishing top surfaces of concrete with a wood float: 17 Base slabs, etc m2 36 Finishing top surfaces of concrete smooth with steel float: 18 Suspended slab, etc m2 36 ROUGH FORMWORK (DEGREE OF ACCURACY II) Rough Formwork to Sides: 19 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Smooth Formwork to Sides: 20 Edges, risers, ends and reveals not exceeding 300mm high or wide. m 27 Fabric reinforcement:

  • Subloop Elements 2.8.1 Where facilities permit, BellSouth shall offer access to its Unbundled Subloop (USL) elements as specified herein.

  • Dimensions Education: Bachelor’s or Master’s Degree in Computer Science, Information Systems, or other related field. Or equivalent work experience. Experience: A minimum of 10 years of IT (including Web/Internet, database applications and data warehousing) and business/industry work experience, with at least 3 years of leadership experience in managing multiple, large, cross-functional teams or project, and influencing senior level management and key stakeholders.

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.

  • Geological and Archeological Specimens If, during the execution of the Work, the Contractor, any Subcontractor, or any servant, employee, or agent of either should uncover any valuable material or materials, such as, but not limited to, treasure trove, geological specimens, archival material, archeological specimens, or ore, the Contractor acknowledges that title to the foregoing is vested in the Owner. The Contractor shall notify the Owner upon the discovery of any of the foregoing, shall take reasonable steps to safeguard it, and seek further instruction from the Design Professional. Any additional cost incurred by the Contractor shall be addressed under the provision for changed conditions. The Contractor agrees that the Geological and Water Resources Division and the Historic Preservation Division of the Georgia Department of Natural Resources may inspect the Work at reasonable times.

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