PACKINGS AT THE FLANGES JOINTS Sample Clauses

PACKINGS AT THE FLANGES JOINTS. Packing shall be of asbestos (compressed) of standard make. The inside and outside diameter of the packing ring shall match the inside and outside diameter of the stub end. The thickness of the packing shall be 3mm. Such joints shall be used to provide isolating valves and to provide discontinuity in the pipe as specified.
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Related to PACKINGS AT THE FLANGES JOINTS

  • DOCUMENTS AT THE SITE (a) Project Co shall keep one copy of the current digital files of the Contract Documents, Construction Schedule, submittals, reports, Supplementary Instructions, Change Orders, Contemplated Change Notices, Change Directives, Design Issue resolution documents, partnering documents, records of meetings and all other documents necessary for the administration of the Project at the Site, all in good order and available to Owner, Xxxxxx’s Consultant and the Consultant. Project Co shall keep a daily log available to Owner, Xxxxxx’s Consultant and the Consultant at all times.

  • Check Meters Developer, at its option and expense, may install and operate, on its premises and on its side of the Point of Interconnection, one or more check meters to check Connecting Transmission Owner’s meters. Such check meters shall be for check purposes only and shall not be used for the measurement of power flows for purposes of this Agreement, except as provided in Article 7.4 below. The check meters shall be subject at all reasonable times to inspection and examination by Connecting Transmission Owner or its designee. The installation, operation and maintenance thereof shall be performed entirely by Developer in accordance with Good Utility Practice.

  • Minimum Shipping Requirements for TIPS Sales Vendor shall ship, deliver, or provide ordered goods and services within a commercially reasonable time after acceptance of the order. If a delay in delivery is anticipated, Vendor shall notify the TIPS Member as to why delivery is delayed and provide an updated estimated time for completion. The TIPS Member may cancel the order if the delay is not commercially acceptable or not consistent with the Supplemental Agreement applicable to the order.

  • Exception Where Databases Contain Sufficient Information A Reporting Financial Institution is not required to perform the paper record search described in subparagraph D.2. of this section if the Reporting Financial Institution’s electronically searchable information includes the following:

  • Minimum Customer Support Requirements for TIPS Sales Vendor shall provide timely and commercially reasonable support for TIPS Sales or as agreed to in the applicable Supplemental Agreement.

  • DOCUMENTS AND SAMPLES AT THE SITE 4.11.1 The Contractor shall maintain at the site for the State one record copy of all Drawings, Specifications, Addenda, Change Orders and other modifications, in good order and marked currently to record all changes made during construction, and approved Shop Drawings, Product Data and Samples. These shall be available to the Architect and the State for monthly review prior to approval of Contractor’s monthly application for payment. Prior to substantial completion of the Work, the Contractor shall ensure that one record copy of all Drawings, Specifications, Addenda, Change Orders and other Modifications, in good order and marked currently to record all changes made during construction, and approved Shop Drawings, Product Data and Samples are delivered to the Architect for the State and a duplicate copy shall be delivered to the State for the State’s use.

  • Drawings and Specifications at the Project Site The Contractor shall keep at the Site at least one copy of the Contract Documents and Change Orders, all in good order and available to the Design Professional and to his representatives.

  • Tests on Completion (i) At least 30 (thirty) days prior to the likely completion of the Project Highway, or a Section thereof, the Contractor shall notify the Authority’s Engineer of its intent to subject the Project Highway or a Section thereof, to Tests. The date and time of each of the Tests shall be determined by the Authority’s Engineer in consultation with the Contractor, and notified to the Authority who may designate its representative to witness the Tests. The Contractor shall either conduct the Tests as directed by the Authority’s Engineer or provide such assistance as the Authority’s Engineer may reasonably require for conducting the Tests. In the event of the Contractor and the Authority’s Engineer failing to mutually agree on the dates for conducting the Tests, the Contractor shall fix the dates by giving not less than 10 (ten) days’ notice to the Authority’s Engineer.

  • ADDITIONAL SPECIAL CONTRACT CONDITIONS A. Special Contract Conditions revisions: the corresponding subsections of the Special Contract Conditions referenced below are replaced in their entirety with the following:

  • Under-Frequency and Over Frequency Conditions The New York State Transmission System is designed to automatically activate a load- shed program as required by the NPCC in the event of an under-frequency system disturbance. Developer shall implement under-frequency and over-frequency relay set points for the Large Generating Facility as required by the NPCC to ensure “ride through” capability of the New York State Transmission System. Large Generating Facility response to frequency deviations of predetermined magnitudes, both under-frequency and over-frequency deviations, shall be studied and coordinated with the NYISO and Connecting Transmission Owner in accordance with Good Utility Practice. The term “ride through” as used herein shall mean the ability of a Generating Facility to stay connected to and synchronized with the New York State Transmission System during system disturbances within a range of under-frequency and over-frequency conditions, in accordance with Good Utility Practice and with NPCC Regional Reliability Reference Directory # 12, or its successor.

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