Cycle Description Sample Clauses

The Cycle Description clause defines the specific time periods or intervals during which certain contractual obligations or activities are to be performed. Typically, this clause outlines the start and end dates of each cycle, such as monthly billing periods, project phases, or service delivery windows, and may specify how these cycles repeat or are adjusted. By clearly delineating these cycles, the clause ensures all parties have a mutual understanding of when actions are required, thereby reducing confusion and helping to coordinate ongoing responsibilities throughout the contract term.
Cycle Description. With the following exceptions, the Train Services Cycle description is the most direct route over the Nominated Network between the Origins and Destinations and Destinations and Origins (as described in Paragraph 1.1).
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Cycle Description. With the following exceptions, the Train Services Cycle description is the most direct route over the Nominated Network between the Origins and Destinations and Destinations and Origins (as described in Paragraph 1.1). Note: Where there is duplicated Track or multiple roads (eg yards), Aurizon Network will have the ability to schedule the Train over any of the Tracks or roads.
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Cycle Description. Subject to: (a) any Train Control Direction given to the Operator in respect of a Train Service; (b) any exceptions which are specified in part B of this Schedule 2 as being applicable to all Train Service Types; and
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Cycle Description. With the following exceptions, the Train Services Cycle description is the most direct route over the Nominated Network between the Origins and Destinations and Destinations and Origins (as described in Paragraph 1.1). Note: Where there is duplicated Track or multiple roads (eg yards), QRAurizon Network will have the ability to schedule the Train over any of the Tracks or roads. Exceptions
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Cycle Description. With the following exceptions, the Train Services Cycle description is the most direct route over the Nominated Network between the Origins and Destinations and Destinations and Origins (as described in Paragraph 1.1). Note: Where there is duplicated Track or multiple roads (e.g. yards), Queensland Rail will have the ability to schedule the Train over any of the Tracks or roads. Exceptions
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Cycle Description. Validation report . Packaging Qualification . Physical package qualification . Shelf life information . Product test data . Bench testing . Biostability . Design qualification testing . Design qualification plan summary . Clinical report . Manufacturing flow diagram (Maintained by Turn-key) . Include all QA steps . Bioburden testing . Pyrogen testing . Traceability . Compatibility with other products intended to be connected with this product. . Declaration as to the content of a substance (drug) per Annex 1 section 7.4. * Material has been omitted pursuant to a request for confidential treatment, and such material has been filed separately with the SEC. . Summary of other regulatory approvals and registrations.
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Related to Cycle Description

  • Site Description {Buyer Comment: Provide a legal description of the Site, including the Site map.}

  • Task Description This task includes activities associated with permit-required monitoring conducted in accordance with the conditions specified by state or federal regulatory agencies. All monitoring tasks must be located within or adjacent to the Project area and follow the Department’s Regional Coastal Monitoring Program and FWC's marine turtle and shorebird monitoring programs. Guidance for monitoring of nearshore resources is available in the Department's Standard Operation Procedures For Nearshore Hardbottom Monitoring Of Beach Nourishment Projects. The Local Sponsor must submit work products directly to the appropriate state or federal regulatory agencies in accordance with permit conditions to be eligible for reimbursement under this task, unless otherwise directed.

  • Service Description 2.1 General

  • System Description The wet detention basin is designed to trap 80% of sediment in runoff and maintain pre-development downstream peak flows. The basin has two forebays (smaller ponds) located at the low end of two grass ▇▇▇▇▇▇. In addition to runoff conveyance, the grass ▇▇▇▇▇▇ also allow infiltration and filtering of pollutants, especially from smaller storms. The forebays are each 4 feet deep. They are connected to the main pool by 18 and 24-inch metal pipes that outlet onto a rock chute. The forebays will trap coarse sediments in runoff, such as road sands, thus reducing maintenance of the main basin. The main pool will trap the finer suspended sediment. To do this, the pond size, water level and outlet structures must be maintained as specified in this Agreement (see Figures 1, 2 and 3). The main basin receives runoff from a 67.1 acre drainage area (41.2 acres within the subdivision and 25.9 acres off- site drainage coming from the east). During high rainfall or snow melt events, the water level will temporarily rise and slowly drain down to the elevation of the control structure. The water level is controlled by a 12-inch concrete pipe extending through the berm in the northwest corner of the basin (see Figures 1 and 3). On the face of the 12- inch pipe, there is metal plate with a 3-inch drilled hole (orifice) with stone in front of it. This orifice controls the water level and causes the pond to temporarily rise during runoff events. Washed stone (1-2” diameter) is placed in front of the orifice to prevent clogging. High flows may enter the grated concrete riser or flow over the rock lined emergency spillway. “As-built” construction drawings of the basin, showing actual dimensions, elevations, outlet structures, etc. will be recorded as an addendum(s) to this agreement within 60 days after Waukesha County accepts verification of construction from the project engineer.