Finish Grading Sample Clauses

Finish Grading. Contractor shall prepare the finish grading recommendations and design based on Contractor’s interpretation of the geotechnical data reports referenced in Appendix B. The high point of finish grading on site (excluding berms) shall be +7.0 ft NAVD88 based on the survey as requested by Contractor and identified in Appendix B. The Contractor shall build up layers to the final grading elevations in accordance with the Drawings, Specifications and the engineering recommendations developed by Contractor based on Contractor’s interpretation of the geotechnical data reports referenced in Appendix B. Contractor shall develop a detailed paving plan based on its conceptual Drawings.
Sample 1
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Finish Grading. Finish grading shall include all filling and the moving of all earth necessary to bring the disturbed area to its original condition or better. Grading shall be such as to assure positive drainage away from structures and to promote uniformity with existing drainage patterns. Grading shall be done with selected materials as directed by the Engineer and the top soil of the finished graded area shall be good selected earth suitable for promoting the growth of vegetation. Prior to final completion of the work, the Contractor shall refill and dress any areas which may have settled or washed away.
Sample 1
Finish Grading. A. Grade all areas after structures, backfills and embankments have been completed to slopes, contours or elevations indicated on drawings. B. Provide allowance for topsoil placement where required. C. Provide effective drainage with slopes of at least one percent (1%) unless otherwise indicated. D. Replace topsoil to a minimum depth of 4-inches (4”).
Sample 1
Finish Grading. A. Finish Grade all area to elevation and grades indicated on the Contract Drawings within the specified tolerance. B. In landscape areas where utility trenching or grading activities occurred, grade to the depth required below finished grade to allow placement of topsoil and/or mulch up to finished grade indicated in the Contract Drawings. C. Ditches shall be finished to drain readily. D. Finished surfaces shall be smooth, compacted, and free from irregularities. The degree of finish shall be that normally obtainable with a blade-grader.
Sample 1
Finish Grading i. Uniformly grade rough graded areas as necessary within as necessary limits of the contract limit line to finish grade elevations indicated. ii. Grade and compact to smooth finished surface within tolerances specified, and to uniform levels or slopes between points where finish elevations are indicated or between such points and existing finished grade. iii. Grade areas adjacent to building lines to drain away from structures and to prevent ponding. iv. Finish surface free from irregular surface changes, and as follows: 1. Grassed Areas: Finish areas to receive topsoil to within 1 inch above or below the required subgrade surface elevations.
Sample 1

Related to Finish Grading

  • 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

  • Temperature Where low temperature and/or self-service cases are used for any of such merchandise coming under the jurisdiction of the Union, such cases shall be served only by employees covered by this Agreement.

  • Upgrading You may request an Upgrade. For purposes of an Upgrade request, each individual who constitutes the Depositor under the agreement for Retail Direct Services is considered a required Signing Officer for purposes of acceptance of the Upgrade, and You agree to ensure that each such individual agrees to the Upgrade and accepts the terms of this Agreement before initiating the Upgrade request. Implementation of an Upgrade is subject to the approval of the Financial Institution. a) if Transactions under Direct Services for Small Business require two Signing Officers to authorize, a Signing Officer who has provided evidence of acceptance of this Agreement can view the Account using an Access Terminal, but cannot use Direct Services for Small Business as set out in this Agreement until at least one other required Signing Officer has evidenced their acceptance of this Agreement to Us; or b) if Transactions under Direct Services for Small Business require one Signing Officer to authorize, a Signing Officer who has provided evidence of acceptance of this Agreement can use Direct Services for Small Business as set out in this Agreement. When evidence of this Agreement being accepted by the required number of Signing Officers has been provided to Us, this Agreement will no longer be Provisionally Accepted, the Upgrade will be complete, and this article 3, Upgrading, will no longer apply. We may, in Our sole discretion, revert to the pre-Upgrade status if evidence of acceptance of this Agreement by all required Signing Officers is not provided in a timely manner as required.

  • Pressure The System user is not entitled to deliver natural gas to Gas Connect Austria at the Entry Point Xxxxxxxxxx WAG at a pressure of below 49 bar. Normal cubic meter (Nm³) is a cubic meter of natural gas at 273.15 K (= 0°C) and 101,325 kPa (=1.01325 bara). The natural gas delivered by the System User at the Entry Point Xxxxxxxxxx WAG for transportation must be in line with the following chemical and physical specifications:

  • Configuration The configuration for the Purchase Right Aircraft will be the Detail Specification for Model 767-3S2F aircraft at the revision level in effect at the time of the Supplemental Agreement. Such Detail Specification will be revised to include (i) changes required to obtain required regulatory certificates and (ii) other changes as mutually agreed upon by Boeing and Customer.

  • Fabrication Making up data or results and recording or reporting them.

  • Outputs Analogue and digital outputs of protected content are allowed if they meet the requirements in this section and if they are not forbidden elsewhere in this Agreement..

  • Grade The employee's grade level. (1-15)

  • Tolerance Average net mass of cement packed in bags in a sample shall be equal to or more than 50kg. If and as desired by the Engineer-in-Charge, the number of samples to be checked for net mass of cement per bag, in a given number of bags shall be as given below: 100 to 150 bags : 20 sample 150 to 280 bags : 32 sample 281 to 500 bags : 50 sample 501 to 1200 bags : 80 sample 1201 to 3200 bags : 125 sample 3201 and above : 200 sample The bags in a sample shall be selected at random.

  • Workloads The parties agree to the following provisions relating to faculty members' workload. (a) The registration limits for all courses currently offered by the Employer in the academic, career and technology areas are 35 unless established by practice as lower, excepting multiple sections where the limit is the correct multiple of the number of sections involved. (b) The registration limits for English are as follows: (i) Writing and Composition Courses - 25 (ii) Writing Skills -17 (iii) Creative Writing - 22

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