Network Description Sample Clauses

The Network Description clause defines the technical and operational parameters of the network that is the subject of the agreement. It typically outlines the network's architecture, components, capacity, and any relevant performance standards or specifications. For example, it may detail the types of equipment used, the geographic coverage, or the expected data throughput. This clause ensures that both parties have a clear and mutual understanding of the network's scope and capabilities, reducing the risk of disputes over performance or deliverables.
Network Description. AT&T shall complete all necessary design work, and deploy and operate a fiber-based network that provides residential and business end-users with advertised broadband internet speeds of up to 1 Gigabit per second to customer locations chosen by AT&T within the corporate limits of the City (the “Network”), which may include any additional areas annexed by the City after the Effective Date (“Market Area”). The “Effective Date” is the date that this Agreement is last signed by either the City or AT&T. AT&T may host the fiber infrastructure electronics in its existing central offices and in cabinets in rights of ways (“ROWs”), which may house remote optical line terminals (“OLTs”), and provide or secure power to operate equipment for the Network to be located in public spaces, other than mutually agreed to exception equipment identified in Exhibit A (“Exception Equipment”), which list may be updated from time to time by written agreement of the parties. AT&T intends to utilize the Network primarily for commercial purposes to sell and provide various broadband Internet access, video programming, voice and other communication and entertainment services (“Services”) to consumers and businesses within the service area where the AT&T Network is deployed as determined solely by AT&T (“Service Area”), consistent with all applicable federal and state laws and regulations.
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Network Description. The layout of Gubileo III was shown in Figure 1 above. The network is being constructed in two phases. The reason for the staged introduction is to enable the link between the United States and Brazil to be put in service as quickly as possible. The submarine cable network between Florida and Fortaleza, Brazil is approximately 5,800 km in length. The cable contains two fiber pairs. The segment has been engineered such that each fiber pair can be upgraded to an ultimate capacity of 128 wavelengths of 10Gb/s each. This results in a system with a total transmission capacity of 2.56 Terabits per second. The link will be initially equipped for eight wavelengths on each fiber pair for a transmission capacity of 160 Gb/s. Following commissioning and acceptance of the Florida to Fortaleza segment, this part of the network will be put into service. At the same time, work on the southern segments to Argentina will continue. The South America network will be constructed as a ring/mesh network to provide multiple paths for any combination of served cities. The inland portion of the network will be provided by strategic partners of Imperiali Inc. These facilities will interconnect with the network at the cable stations and the wavelengths will terminate on the optical switches. At each cable station the submarine cables are terminated. The multi-wavelength signals on each fiber pair are separated into individual wavelengths by Submarine Line Terminating Equipment (SLTE). The wavelengths are terminated in an optical switch referred to as the Lamda Router. Depending on the wavelength configuration, some of the wavelengths are routed directly through the switch to other submarine cable terminated in the building. The wavelengths that contain traffic to be terminated in the country of the cable station are routed through the optical switch on to a path to the telehouse. The wavelengths to be carried to the telehouse are multiplexed together on a terrestrial DWDM system and routed on to a fiber between the cable station and the telehouse. There are actually two terrestrial fiber routes that provide redundant path for restoration and high network availability. The network management equipment to monitor and control all of the equipment and facilities are located in the cable station as well. Also housed at the cable station is the battery plant, power rectifiers, backup diesel generators. The Power Feed Equipment (PFE) for powering the submarine cable repeaters is also locat...
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Network Description a. The Network will be a FTTM network consisting of approximately 160 miles of fiber within Tippecanoe County. (Network routes and service areas are more fully described in Attachment A and the Construction Plan and Timeline/Statement of Work in Attachment C.) The Network will, when individual Service Drops are added, enable provision of Communication Services to approximately 1,947 locations along the route (the “Mutually Agreed Service Sites” in Attachment B). To promote regional economic development, Provider agrees that Network capacity shall be provisioned to accommodate anticipated future capacity requirements of the Network.
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Network Description. The Network shall consist of Wi-Fi nodes, a point-to-multipoint fixed wireless backhaul network, and use of terrestrial fiber optic cable and/or microwave point-to-point high capacity backhaul links and the SVU backbone POP and Internet backbone connectivity. The Wi-Fi layer shall initially be in a mesh configuration and shall include mesh Wi-Fi router nodes and backhaul radios which shall be compatible with standard 802.11 b/g networking devices. Nothing herein shall prevent SVU from upgrading the network to include emerging industry standards and specifications to meet market demands. SVU shall specify recommended equipment for customer premises equipment in order to achieve indoor coverage. The purchase of such equipment is at the option of the network users and is not a responsibility of SVU or the City. The point to multipoint backhaul connectivity shall include devices that operate in 5.7 GHz, 5.2 GHz, and 900 MHz unlicensed spectrum. SVU may utilize devices that operate in other unlicensed or licensed spectrum bands in order to meet the Service Level Goals in Exhibit F and network demands. SVU may upgrade the network from time to time at its sole expense in order to take advantage of technology improvements.
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Network Description. 2.1 The Network is described in Schedule 2. 2.2 Phases of the MN System. The MN System is included in the Network. The MN System became, or shall become, operational in several stages (each such stage a “Phase”). Schedule 2 also contains a description of the MN System and its various Phases. 2.3 Routing Along the Network. The Network allows routing of capacity (i) between any PoPs of the MN System; (ii) between any PoPs of the MN System to any PoPs of the Western European System (or vice versa); and (iii) If the Network described in Schedule 2 also includes Transatlantic Capacity, from any PoP of the MN System, or of the Western European System, to NY or Newark; in each case, between PoPs located in different countries only. This Agreement entitles Customer to route the ROU Capacity at the routing specified in Part I and in Schedule 5, attached hereto.
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Network Description. For the purpose of this Agreement, the term “
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Network Description. Maps of each RCA network are included in Appendix I. Physical details for these networks are summarised in Table 0.1 below. Rangitikei 1238 483 ▇▇▇ ▇▇ ▇▇▇▇ 221 Ruapehu 1335 880 ▇▇▇ ▇▇▇ ▇▇▇▇ 335 ▇▇▇▇▇▇▇▇ 834 301 533 216 618 89 TOTAL 3407 1664 1743 418 3051 645 The main characteristic of the Rangitikei and Ruapehu networks is that over 90% of the roads are rural with speed limits greater than 70 km/h. This influences the type and nature of crashes occurring in these two districts, with those involving loss of vehicle control or excessive speed being the most common. Much of Ruapehu’s network in particular was developed through seal extensions on unsatisfactory alignments, and this has resulted in a rural network which has a lack of prominent safety features and inadequate design standards. Wanganui’s roading network is more urban in nature and 64% of all injury crashes in the district occur on urban roads. This is also reflected in the fact that 41% of all injury crashes occur at intersections.
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Network Description 
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  • 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.

  • Service Description 2.1 General