Facility Grading Sample Clauses

Facility Grading. Facility grading shall include the following items: Shape the natural grade as required to accommodate permanent Facility equipment and construction facilities while minimizing earthwork Obtain proper cross section, longitudinal slopes, and curvature for roads Raise grade if necessary to eliminate flooding from external water courses due to the 100-year rainfall. The 100-year runoff from uphill drainage areas shall be diverted around the Facility and returned to the natural drainage course in a manner acceptable to the permitting agency. The plant grade shall be located at least 3 feet above 100-year flood level Construct adequate in-plant surface drainage to discharge the 10-year runoff without flooding roads and the 50-year runoff without flooding plant facilities Prepare excavation for storm water pond dikes Obtain proper area slopes to provide drainage without ponding Construct stable, erosion-resistant earthen side slopes Prepare sub-grade for foundations, including consolidation, soil remediation, mass excavation and backfill, pile driving, etc. as required to mitigate unacceptable settlements and to provide sound bearing for the facilities. These provisions shall meet or exceed the requirements noted in the geotechnical report. Prepare sub-grade to receive fills, where required Prepare site grading that shall incorporate site slope, site drainage, road and erosion protection Remove root mats to a depth of not less than 6 inches below existing grade; holes shall be refilled with material suitable for embankment and compacted. Identify environmentally sensitive areas and protect them during construction. 9.7.1. Earthwork Excavation, grading, backfilling, and compaction shall be performed as dictated by the soil characteristics of the site, geotechnical study, the Facility design criteria, applicable codes and standards, and good engineering practices. Earthwork shall be performed in accordance with applicable regulations and permits. The work shall include removing and disposing of unsuitable materials such as organic matter from areas on which fill is to be placed, and excavating and deposing of materials from areas where existing grade is to be raised. Grading of cuts, fills, and drainage ditches shall be provided as required. At no time will filling operations proceed when the ground or fill material is water soaked. 9.7.1. 1Grading Graded areas shall be smooth, compacted, free from irregular surface changes, and sloped to drain. The final grade ad...
Sample 1
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Related to Facility Grading

  • Facility Prudential is willing to consider, in its sole discretion and within limits which may be authorized for purchase by Prudential Affiliates from time to time, the purchase of Shelf Notes pursuant to this Agreement. The willingness of Prudential to consider such purchase of Shelf Notes is herein called the “Facility”. At any time, the aggregate principal amount of Shelf Notes stated in Section 1.2, minus the aggregate principal amount of Shelf Notes purchased and sold pursuant to this Agreement prior to such time, minus the aggregate principal amount of Accepted Notes (as hereinafter defined) which have not yet been purchased and sold hereunder prior to such time, is herein called the “Available Facility Amount” at such time. NOTWITHSTANDING THE WILLINGNESS OF PRUDENTIAL TO CONSIDER PURCHASES OF SHELF NOTES BY PRUDENTIAL AFFILIATES, THIS AGREEMENT IS ENTERED INTO ON THE EXPRESS UNDERSTANDING THAT NEITHER PRUDENTIAL NOR ANY PRUDENTIAL AFFILIATE SHALL BE OBLIGATED TO MAKE OR ACCEPT OFFERS TO PURCHASE SHELF NOTES, OR TO QUOTE RATES, SPREADS OR OTHER TERMS WITH RESPECT TO SPECIFIC PURCHASES OF SHELF NOTES, AND THE FACILITY SHALL IN NO WAY BE CONSTRUED AS A COMMITMENT BY PRUDENTIAL OR ANY PRUDENTIAL AFFILIATE.

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  • Generating Facility The Interconnection Customer’s device for the production of electricity identified in the Interconnection Request, but shall not include the Interconnection Customer’s Interconnection Facilities.

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  • Grading The coarse aggregate as delivered to the mixer, shall be well graded as per IS specifications. Maximum size of aggregate used for the work shall be 20mm or 40mm or as specified in items in the bill of quantities and it shall confirm to IS: 383-1970, clause 4.2 (Table-2) However, the exact gradation required to produce a dense concrete of specified strength and desired workability shall be decided as per laboratory test by the Engineer. Coarse aggregate for use in concrete shall be well graded and shall conform to IS: 383-1970 requirements (as per Table-II) given below: 63mm 100 - - - 40mm 00-000 000 - - 20mm 00-00 00-000 100 - 16mm - - 00-000 000 12.5 - - - 90-100 10.00 00-00 00-00 00-00 00-00 4.75mm 0-5 0-10 0-10 0-10

  • FACILITIES, EQUIPMENT AND OTHER MATERIALS Except as otherwise specifically provided in this Agreement, CONTRACTOR shall, at its sole cost and expense, furnish all facilities, equipment, and other materials which may be required for performing services pursuant to this Agreement. At COUNTY’s discretion, COUNTY may make equipment or facilities available to CONTRACTOR for CONTRACTOR’s use in furtherance of this Agreement only where a COUNTY Facility or Equipment exhibit is attached to this Agreement identifying the equipment or facilities to be used by CONTRACTOR’s personnel. If COUNTY funds equipment as part of this contract, COUNTY will retain Equipment.

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