Spreading and Compacting Sample Clauses

Spreading and Compacting. The earth filling in the embankment shall be moistened and theaterial (Gravel) shall be spread upon it uniformly to the specified depth and in specified layers by an approved method, but no material shall be dumped in piles on the embakment and spread therefrom. The material shall be dragged with a long base drag or other levelling device so as to secure uniform distribution an eliminate all uneveness. The grade shall be checked by means of a set of three boning rods, the crown shall be checked with a set of three camber boards and fish-line following the method explanined in Clause 10-191-5(c). The material shall xxxxx be uniformly moistened in quantities just sufficient in secure to specified compaction and rolled to such compaction with an approved roller. Rolling shall commence at the edge of each course and progress towards the centre. Under no circumstances shall the centre of any course be rolled first. During compaction care shall be taken to maintain a smooth and uniform surface and Icrown as shown on the plans, and the finished surface shall conform to the line grade and cross-section shown on the plans or directed by the Superintending Engineer. During rolling the surface shall be . frequently checked and all irregularities shall be corrected by loosening the material and removing on adding material and re-establishing a smooth uniform firm surface. Work on each course shall be performed in a similar manner as mentioned above. No additional . layer shall be placed upon a course until it has been thoroughly compacted and sufficiently dried.
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Spreading and Compacting. Add the following at end of the clause: The spreading of sub-base materials by manual means and sprinkling of water by manual means shall also be allowed as approved by the Engineers. Clause 404 WATER BOUND MACADAM SUB-BASE/BASE Clause 404.2.5 Grading requirement of coarse aggregates The first para shall be read as under: The coarse aggregates shall conform to grading no. 2 of Table 400-7 for lower layer of 75mm thickness and grading no.3 for top layer of 75mm thickness. Clause 513 SEAL COAT
Spreading and Compacting. Add the following at end of the clause: The spreading of sub-base materials by manual means and sprinkling of water by manual means shall also be allowed as approved by the Engineers. Clause 404 WATER BOUND MACADAM SUB-BASE/BASE

Related to Spreading and Compacting

  • Local Control Center, Metering and Telemetry The NTO shall operate, pursuant to ISO Tariffs, ISO Procedures, Reliability Rules and all other applicable reliability rules, standards and criteria on a twenty-four (24) hour basis, a suitable local control center(s) with all equipment and facilities reasonably required for the ISO to exercise ISO Operational Control over NTO Transmission Facilities Under ISO Operational Control, and for the NTO to fulfill its responsibilities under this Agreement. Operation of the NYS Power System is a cooperative effort coordinated by the ISO control center in conjunction with local control centers and will require the exchange of all reasonably necessary information. The NTO shall provide the ISO with Supervisory Control and Data Acquisition (“SCADA”) information on facilities listed in Appendices A-1 and A-2 herein as well as on generation and merchant transmission resources interconnected to the NTO’s transmission facilities pursuant to the ISO OATT. The NTO shall provide metering data for its transmission facilities to the ISO, unless other parties are authorized by the appropriate regulatory authority to provide metering data. The NTO shall collect and submit to the ISO billing quality metering data and any other information for its transmission facilities required by the ISO for billing purposes. The NTO shall provide to the ISO the telemetry and other operating data from generation and merchant transmission resources interconnected to its transmission facilities that the ISO requires for the operation of the NYS Power System. The NTO will establish and maintain a strict code of conduct to prevent such information from reaching any unauthorized person or entity.

  • Skidding and Yarding Methods of skid- ding or yarding specified for particular areas, if any, are indicated on Sale Area Map. Outside Clearcutting Units and construction clearings, insofar as ground conditions permit, products shall not be skidded against reserve trees or groups of reproduction and tractors shall be equipped with a winch to facilitate skidding. B6.421 Rigging. Insofar as practicable, needed rigging shall be slung on stumps or trees desig- nated for cutting.

  • Loading and Unloading The Hiree is responsible for the loading and unloading of the store hired.

  • Network Interconnection Architecture Each Party will plan, design, construct and maintain the facilities within their respective systems as are necessary and proper for the provision of traffic covered by this Agreement. These facilities include but are not limited to, a sufficient number of trunks to the point of interconnection with the tandem company, and sufficient interoffice and interexchange facilities and trunks between its own central offices to adequately handle traffic between all central offices within the service areas at P.01 grade of service or better. The provisioning and engineering of such services and facilities will comply with generally accepted industry methods and practices, and will observe the rules and regulations of the lawfully established tariffs applicable to the services provided.

  • Dewatering 4.7.1 Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, all non- trades employees shall assist in ‘dewatering’ their own work site or area if it is so affected. Such work to be paid at single time rates. Productive work will continue in areas not so affected.

  • Interconnection 2.1.10 Startup Testing and Commissioning

  • Access Toll Connecting Trunk Group Architecture 9.2.1 If CBB chooses to subtend a Verizon access Tandem, CBB’s NPA/NXX must be assigned by CBB to subtend the same Verizon access Tandem that a Verizon NPA/NXX serving the same Rate Center Area subtends as identified in the LERG.

  • Trunk Group Architecture and Traffic Routing The Parties shall jointly engineer and configure Local/IntraLATA Trunks over the physical Interconnection arrangements as follows:

  • Network Interconnection 26.1 Interconnection between the networks of different SERVICE PROVIDERs shall be as per National Standards of CCS No.7 issued from time to time by Telecom Engineering Centre (TEC) and also subject to technical feasibility and technical integrity of the Networks and shall be within the overall framework of interconnection regulations issued by the TRAI from time to time. However, if situation so arises, INTERCONNECTION with R2MF signaling may be permitted by LICENSOR.

  • Parking and Transportation ‌ The Union agrees that during the life of this Agreement, the University may apply changes in transportation policy, including adjusting parking and U-Pass fees and criteria for assigning parking spots, to the bargaining unit without the obligation to bargain with the Union. The Union may raise issues and concerns about the University’s parking program at Joint Labor/Management Committee meetings or at ad hoc Labor Management Committee meetings. The Union shall have a standing seat on the University’s committee(s) that work on transportation and parking issues.

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