Storm Sewer Design Sample Clauses

The Storm Sewer Design clause establishes the requirements and standards for designing stormwater drainage systems within a project. It typically outlines criteria such as pipe sizing, materials, flow capacity, and alignment to ensure effective management of rainwater runoff. By setting these specifications, the clause ensures that stormwater is safely and efficiently conveyed away from developed areas, thereby preventing flooding, erosion, and water damage to infrastructure.
Storm Sewer Design. One major culverts (RCB) and 3 minor culverts (RCPs) are assumed. There are no existing enclosed storm sewer systems within the corridor. Capacity of downstream conveyance systems will not be evaluated as runoff is not expected to increase significantly. Does not include design of stream channel realignment (beyond approximately 100-ft upstream/downstream of proposed the RCB structure) or energy dissipation structures such as structural stilling basins. Stormwater BMPs or stormwater quality requirements are not included in the scope of services. HNTB will use City of Overland Park standard details for storm sewer structures.
View Source
Storm Sewer Design. No storm sewer design will be completed with this project other than sizing RCB crossing.
View Source
Storm Sewer Design. A. Determine drainage areas, runoff characteristics, and 10-year and 100-year peak flow rates to all proposed inlets and pipes in the project area. Storm sewer design calculations and hydraulic grade line (HGL) calculations for the proposed pipe improvements for the 10-year and 100-year storm events. It is assumed that all existing storm sewer alignments will be followed, except for Site 1 that explore an alternative alignment across West 97th Street to potentially eliminate the diagonal crossing. Gutter spread calculations will be performed adjacent to the proposed replacement inlets. No drainage calculations are assumed for the additional bridge sites.
View Source
Storm Sewer Design. The Engineer shall design all conventional storm sewer drainage in conformance with the latest edition TxDOT’s Hydraulic Design Manual, Districts’ criteria, and any specific guidance provided by the State, and as follows: 1. Size inlets, laterals, trunk line and outfall. Develop designs that minimize the interference with the passage of traffic or incur damage to the highway and local property in accordance with TxDOT’s Hydraulic Design Manual, latest version, District criteria and any specific guidance provided by the State. Storm drain design shall be performed using WinStorm or GEOPAK Drainage. 2. Determine hydraulic grade line starting at the outfall channel for each storm drain design. Use the design water surface elevation of the outfall as the starting basis (tailwater) for the design of the proposed storm sewer system. DocuSign Envelope ID: EB684705-7EFE-459C-ACCD-BB3BEAE6EBD7 3. Limit discharge into existing storm drains and existing outfalls to the capacity of the existing system, which will be determined by the Engineer. 4. Storm sewer drainage at retaining walls and bridge deck drainage systems, including internal drainage piping within the ▇▇▇▇▇ where required on structures.
View Source
Storm Sewer Design. Provide a separate storm and sanitary sewer system by incorporating all stormwater in a new system. New storm system will be designed to handle the 10 year storm and will be checked using the 50 year storm (HGL to remain below the rim elevations). Also the inlet spacing will be designed so that the maximum spread does not encroach more than four feet into the travel lane. The old combined system will remain as a sanitary sewer and no changes will be made to that system other than adjusting the casting elevations as needed to match the proposed grade. All drainage from the project site will flow to the west and will be connected to an existing storm system located in the northeast corner of the intersection of Northwestern Avenue and ▇▇▇▇▇▇▇▇ Road. This existing storm sewer crosses under Northwestern Avenue and connects to an existing drainage basin located in the northwest corner of Northwestern Avenue and ▇▇▇▇▇▇▇▇ Road intersection. As per previous discussions with the City of West Lafayette, it is assumed that this existing storm system and drainage basin are designed to handle additional flow from ▇▇▇▇▇▇▇▇ Road reconstruction and, therefore, no changes are anticipated to the existing storm system crossing under Northwestern and the existing drainage basin.
View Source

Related to Storm Sewer Design

  • Timber Designations Timber designated for cutting shall be confined to Sale Area, except as provided in B2.131, B2.14, B2.15, B2.32, and B5. 1. Sale Area Map

  • Unbundled Copper Loop – Designed (UCL-D) 2.4.2.1 The UCL-D will be provisioned as a dry copper twisted pair loop that is unencumbered by any intervening equipment (e.g., filters, load coils, range extenders, digital loop carrier, or repeaters). The UCL-D will be offered in two versions - Short and Long. 2.4.2.2 A short UCL-D (18,000 feet or less) is provisioned according to Resistance Design parameters, may have up to 6,000 feet of bridged tap and will have up to 1300 ohms of resistance. 2.4.2.3 The long UCL-D (beyond 18,000 feet) is provisioned as a dry copper twisted pair longer than 18,000 feet and may have up to 12,000 feet of bridged tap and up to 2800 ohms of resistance. 2.4.2.4 The UCL-D is a designed circuit, is provisioned with a test point, and comes standard with a DLR. OC is a chargeable option for a UCL-D; however, OC is always required on UCLs where a reuse of existing facilities has been requested by Granite. 2.4.2.5 These loops are not intended to support any particular services and may be utilized by Granite to provide a wide-range of telecommunications services so long as those services do not adversely affect BellSouth’s network. This facility will include a Network Interface Device (NID) at the customer’s location for the purpose of connecting the loop to the customer’s inside wire. 2.4.2.6 BellSouth will make available the following UCL-Ds:

  • Access Toll Connecting Trunk Group Architecture 9.2.1 If WCS chooses to subtend a Verizon access Tandem, WCS’s NPA/NXX must be assigned by WCS to subtend the same Verizon access Tandem that a Verizon NPA/NXX serving the same Rate Center Area subtends as identified in the LERG. 9.2.2 WCS shall establish Access Toll Connecting Trunks pursuant to applicable access Tariffs by which it will provide Switched Exchange Access Services to Interexchange Carriers to enable such Interexchange Carriers to originate and terminate traffic to and from WCS’s Customers. 9.2.3 The Access Toll Connecting Trunks shall be two-way trunks. Such trunks shall connect the End Office WCS utilizes to provide Telephone Exchange Service and Switched Exchange Access to its Customers in a given LATA to the access Tandem(s) Verizon utilizes to provide Exchange Access in such LATA. 9.2.4 Access Toll Connecting Trunks shall be used solely for the transmission and routing of Exchange Access to allow WCS’s Customers to connect to or be connected to the interexchange trunks of any Interexchange Carrier which is connected to a Verizon access Tandem.

  • Unbundled Copper Loop – Non-Designed (UCL-ND 2.4.3.1 The UCL–ND is provisioned as a dedicated 2-wire metallic transmission facility from BellSouth’s Main Distribution Frame (MDF) to a customer’s premises (including the NID). The UCL-ND will be a “dry copper” facility in that it will not have any intervening equipment such as load coils, repeaters, or digital access main lines (DAMLs), and may have up to 6,000 feet of bridged tap between the End User’s premises and the serving wire center. The UCL-ND typically will be 1300 Ohms resistance and in most cases will not exceed 18,000 feet in length, although the UCL-ND will not have a specific length limitation. For Loops less than 18,000 feet and with less than 1300 Ohms resistance, the Loop will provide a voice grade transmission channel suitable for Loop start signaling and the transport of analog voice grade signals. The UCL-ND will not be designed and will not be provisioned with either a DLR or a test point. 2.4.3.2 The UCL-ND facilities may be mechanically assigned using BellSouth’s assignment systems. Therefore, the Loop Makeup (LMU) process is not required to order and provision the UCL-ND. However, CBX One-Stop can request LMU for which additional charges would apply. 2.4.3.3 For an additional charge, BellSouth also will make available Loop Testing so that CBX One-Stop may request further testing on the UCL-ND. Rates for Loop Testing are as set forth in Exhibit A of this Attachment. 2.4.3.4 UCL-ND Loops are not intended to support any particular service and may be utilized by CBX One-Stop to provide a wide-range of telecommunications services as long as those services do not adversely affect BellSouth’s network. The UCL- ND will include a NID at the customer’s location for the purpose of connecting the Loop to the customer’s inside wire. 2.4.3.5 OC will be provided as a chargeable option and may be utilized when the UCL-ND provisioning is associated with the reuse of BellSouth facilities. OC-TS does not apply to this product. 2.4.3.6 CBX One-Stop may use BellSouth’s Unbundled Loop Modification (ULM) offering to remove excessive bridged taps and/or load coils from any copper Loop within the BellSouth network. Therefore, some Loops that would not qualify as UCL-ND could be transformed into Loops that do qualify, using the ULM process.

  • Scope of Interconnection Service 1.3.1 The NYISO will provide Energy Resource Interconnection Service and Capacity Resource Interconnection Service to Interconnection Customer at the Point of Interconnection. 1.3.2 This Agreement does not constitute an agreement to purchase or deliver the Interconnection Customer’s power. The purchase or delivery of power and other services that the Interconnection Customer may require will be covered under separate agreements, if any, or applicable provisions of NYISO’s or Connecting Transmission Owner’s tariffs. The Interconnection Customer will be responsible for separately making all necessary arrangements (including scheduling) for delivery of electricity in accordance with the applicable provisions of the ISO OATT and Connecting Transmission Owner’s tariff. The execution of this Agreement does not constitute a request for, nor agreement to, provide Energy, any Ancillary Services or Installed Capacity under the NYISO Services Tariff or any Connecting Transmission Owner’s tariff. If Interconnection Customer wishes to supply or purchase Energy, Installed Capacity or Ancillary Services, then Interconnection Customer will make application to do so in accordance with the NYISO Services Tariff or Connecting Transmission Owner’s tariff.