Anchorages Sample Clauses

The 'Anchorages' clause defines the requirements and responsibilities related to the provision and use of secure points for mooring or securing vessels at a port or terminal. Typically, this clause specifies who is responsible for providing suitable anchorages, the standards these anchorages must meet, and any limitations or conditions for their use, such as safety regulations or capacity restrictions. By clearly outlining these details, the clause helps prevent disputes over vessel safety and operational delays, ensuring that both parties understand their obligations regarding safe and effective mooring arrangements.
Anchorages. 3.1. In the case of a belt equipped with a belt adjustment device for height as defined in paragraph 2.14.
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Anchorages. 3.1. In the case of a belt equipped with a belt adjustment device for height as defined in paragraph 29.6. of this Regulation, this device shall be secured either to a rigid frame, or to a part of the vehicle on which it is normally mounted which shall be securely fixed on the test trolley. 3.2. The anchorages shall be positioned as shown in figure 1. The marks which correspond to the arrangement of the anchorages show where the ends of the belt are to be connected to the trolley or to the load transducer, as the case may be. The anchorages for normal use are the points A, B and K if the strap length between the upper edge of the buckle and the hole for attachment of the strap support is not more than 250 mm. Otherwise, the points A1 and B1 shall be used. The tolerance on the position of the anchorage points is such that each anchorage point shall be situated at most at 50 mm from corresponding points A, B and K indicated in figure 1 or A1, B1 and K, as the case may be. 3.3. The structure carrying the anchorages shall be rigid. The upper anchorage must not be displaced by more than 0.2 mm in the longitudinal direction when a load of 98 ▇▇▇ is applied to it in that direction. The trolley shall be so constructed that no permanent deformation shall occur in the parts bearing the anchorages during the test. 3.4. If a fourth anchorage is necessary to attach the retractor, this anchorage: Shall be located in the vertical longitudinal plane passing through K; Shall enable the retractor to be tilted to the angle prescribed by the manufacturer; Shall be located on the arc of a circle with radius KB1 = 790 mm if the length between the upper strap guide and the strap outlet at the retractor is not less than 540 mm or, in all other cases, on the arc of a circle with centre K and radius 350 mm.
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Anchorages. Provide steel plates for bearing plates and steel washers, hex nuts, wedge plates and wedges recommended by the Anchor Manufacturer.
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Anchorages. All anchorages shall be clearly marked with their SWL and the direction in which the load may be applied. NOTE For the marking of anchorages for use with personal protective equipment see EN 795.
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Anchorages. A. Anchorages shall be capable of anchoring the full ultimate tensile force of the stay cables. B. Anchorages shall include cable guide systems that prevent significant bending stresses due to angular deviations of the strands from extending to the anchorages. Cable guide systems shall not impose transverse forces on the Transportation Structure ahead of the anchorages. C. Anchorages shall be designed and detailed so that each stay cable strand can be installed, tensioned, removed and replaced individually. D. Anchorages shall be designed and detailed so that a force adjustment of 2.5% can be made simultaneously in all of the stay cable strands without the use of shims. E. Anchorages shall provide for a minimum of five percent additional strands for contingency. The holes provided for the additional strands shall be positively sealed to protect the stay cable interior from corrosion.
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Related to Anchorages

  • Pipelines Developer shall have no interest in the pipeline gathering system, which gathering system shall remain the sole property of Operator or its Affiliates and shall be maintained at their sole cost and expense.

  • Loading RPMG shall schedule the loading and shipping of all outbound corn oil purchased hereunder, but all labor and equipment necessary to load trucks and rail cars and other associated costs shall be supplied and borne by Producer without charge to RPMG. Producer shall handle the corn oil in a good and workmanlike manner in accordance with RPMG’s written requirements and normal industry practice. Producer shall maintain the truck and rail loading facilities in safe operating condition in accordance with normal industry standards and shall visually inspect all trucks and rail cars to assure (i) cleanliness so as to avoid contamination, and (ii) that such trucks and railcars are in a condition suitable for transporting the corn oil. RPMG and RPMG’s agents shall have adequate access to the Ethanol Facility to load Producer’s corn oil on an industry standard basis that allows RPMG to economically market Producer’s corn oil. RPMG’s employees shall follow all reasonable safety rules and procedures promulgated by Producer and provided to RPMG reasonably in advance and in writing. Producer shall supply product description tags, certificates of analysis, bills of lading and/or material safety data sheets that are applicable to all shipments. In the event that Producer fails to provide the labor, equipment and facilities necessary to meet RPMG’s loading schedule, Producer shall be responsible for all costs and expenses, including without limitation actual demurrage and wait time, incurred by RPMG resulting from or arising in connection with Producer’s failure to do so.

  • Dewatering (a) Where the whole of a site is so affected by surface water following a period of rain that all productive work is suspended by agreement of the Parties, then dewatering shall proceed as above with Employees so engaged being paid at penalty rates as is the case for safety rectification work. This work is typically performed by Employees engaged within CW1, CW2 or CW3 classifications. When other Employees are undertaking productive work in an area or areas not so affected then dewatering will only attract single time rates. (b) 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, appropriate Employees shall assist in the tidying up of their own work site or area if it is so affected. Where required, appropriate Employees will be provided with the appropriate PPE. Such work to be paid at single time rates. Productive work will continue in areas not so affected. (c) To avoid any confusion any ‘dewatering’ time which prevents an Employee from being engaged in their normal productive work is not included in any calculation for the purposes of determining whether an Employee is entitled to go home due to wet weather (refer clauses 32.4 and 32.5)

  • Two-Way Interconnection Trunks 2.4.1 Where the Parties use Two-Way Interconnection Trunks for the exchange of traffic between Verizon and KDL, KDL, at its own expense, shall: 2.4.1.1 provide its own facilities to the technically feasible Point(s) of Interconnection on Verizon’s network in a LATA; and/or 2.4.1.2 obtain transport to the technically feasible Point(s) of Interconnection on Verizon’s network in a LATA (a) from a third party, or, (b) if Verizon offers such transport pursuant to this Agreement or an applicable Verizon Tariff, from Verizon. 2.4.2 Where the Parties use Two-Way Interconnection Trunks for the exchange of traffic between Verizon and KDL, Verizon, at its own expense, shall provide its own facilities to the technically feasible Point(s) of Interconnection on Verizon’s network in a LATA. 2.4.3 Prior to establishing any Two-Way Interconnection Trunks, KDL shall meet with Verizon to conduct a joint planning meeting (“Joint Planning Meeting”). At that Joint Planning Meeting, each Party shall provide to the other Party originating Centium Call Seconds (Hundred Call Seconds) information, and the Parties shall mutually agree on the appropriate initial number of End Office and Tandem Two-Way Interconnection Trunks and the interface specifications at the technically feasible Point(s) of Interconnection on Verizon’s network in a LATA at which the Parties interconnect for the exchange of traffic. Where the Parties have agreed to convert existing One-Way Interconnection Trunks to Two-Way Interconnection Trunks, at the Joint Planning Meeting, the Parties shall also mutually agree on the conversion process and project intervals for conversion of such One- Way Interconnection Trunks to Two-Way Interconnection Trunks. 2.4.4 On a semi-annual basis, KDL shall submit a good faith forecast to Verizon of the number of End Office and Tandem Two-Way Interconnection Trunks that KDL anticipates Verizon will need to provide during the ensuing two (2) year period for the exchange of traffic between KDL and Verizon. KDL’s trunk forecasts shall conform to the Verizon CLEC trunk forecasting guidelines as in effect at that time. 2.4.5 The Parties shall meet (telephonically or in person) from time to time, as needed, to review data on End Office and Tandem Two-Way Interconnection Trunks to determine the need for new trunk groups and to plan any necessary changes in the number of Two-Way Interconnection Trunks. 2.4.6 Two-Way Interconnection Trunks shall have SS7 Common Channel Signaling. The Parties agree to utilize B8ZS and Extended Super Frame (ESF) DS1 facilities, where available. 2.4.7 With respect to End Office Two-Way Interconnection Trunks, both Parties shall use an economic Centium Call Seconds (Hundred Call Seconds) equal to five (5). Either Party may disconnect End Office Two-Way Interconnection Trunks that, based on reasonable engineering criteria and capacity constraints, are not warranted by the actual traffic volume experienced. 2.4.8 Two-Way Interconnection Trunk groups that connect to a Verizon access Tandem shall be engineered using a design blocking objective of ▇▇▇▇-▇▇▇▇▇▇▇▇▇ B.005 during the average time consistent busy hour. Two-Way Interconnection Trunk groups that connect to a Verizon local Tandem shall be engineered using a design blocking objective of ▇▇▇▇-▇▇▇▇▇▇▇▇▇ B.01 during the average time consistent busy hour. Verizon and KDL shall engineer Two-Way Interconnection Trunks using Telcordia Notes on the Networks SR 2275 (formerly known as BOC Notes on the LEC Networks SR-TSV-002275). 2.4.9 The performance standard for final Two-Way Interconnection Trunk groups shall be that no such Interconnection Trunk group will exceed its design blocking objective (B.005 or B.01, as applicable) for three

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins. (2) Maintain waterbars, drainage dips, and other water diversion measures. (3) During active use, patrol and maintain functional drainage. (4) Repair damaged culvert ends.