Underground Fire Protection Water Sample Clauses

Underground Fire Protection Water. Main System and Hydrants The underground fire protection water main system and fire hydrants shall be arranged around the structures, process areas including outdoor equipment throughout the power plant and switchyard. The size of the loop piping shall be based on the calculated maximum demand and the requirements of NFPA 24 and per the Risk Evaluation. The underground fire protection water piping will be constructed of a combination of cement lined ductile iron and Factory Mutual (FM) Approved high-density polyethylene pipe (HDPE-Class 200). The minimum underground fire protection water main pipe sizes are as follow:
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Related to Underground Fire Protection Water

  • Fire Protection Contractor shall take adequate and reasonable precautions to protect the Work against damage by fire and smoke. For example, without limitation, Contractor shall do the following:

  • Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including without limitation those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems.

  • Underground Utilities Any required ground digging or subsurface work shall be done in accordance with Chapter 556, Florida Statutes. It shall be the responsibility of CONTRACTOR to have all underground utilities located before any work begins (Sunshine State One Call 0-000-000-0000). The repairs of any damaged underground utilities as a result of the work being performed by CONTRACTOR shall be the responsibility of CONTRACTOR. The proper utility company shall be contacted immediately to expedite the repairs, if damage has occurred. CONTRACTOR will notify the COUNTY and provide a written explanation of the incident within two (2) days of the damage to any underground utilities.

  • Potable Water Contractor shall provide potable water and ice for the Stage 2 Site use, and ensure that a safe and plentiful supply of potable water and ice is available for all activities on the Stage 2 Site until Substantial Completion of Subproject 3. The water and ice for human consumption shall be of suitable quality.

  • Irrigation Systems The Project Area either has no irrigation system or a low-volume drip irrigation system. If a watering system is used, it is a drip irrigation system equipped with a filter, pressure regulator and emitters rated at twenty (20) gallons per hour (gph) or less. The system is maintained free of leaks and malfunctions. No spray irrigation is applied to the Project Area, including spray from irrigation systems adjacent to the Project Area.

  • System Protection Facilities The Interconnection Customer shall, at its expense, install, operate and maintain System Protection Facilities as a part of the Large Generating Facility or the Interconnection Customer’s Interconnection Facilities. The Participating TO shall install at the Interconnection Customer's expense any System Protection Facilities that may be required on the Participating TO’s Interconnection Facilities or the Participating TO’s Transmission System as a result of the interconnection of the Large Generating Facility and the Interconnection Customer’s Interconnection Facilities.

  • Electrical appliance safety The Hirer shall ensure that any electrical appliances brought by them to the premises and used there shall be safe, in good working order, and used in a safe manner in accordance with the Electricity at Work Regulations 1989. Where a residual circuit breaker is provided the hirer must make use of it in the interests of public safety.

  • 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.

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins.

  • Drainage ▪ Prevent silt bearing road surface and ditch runoff from delivering sediment to any streams or wetlands. ▪ Maintain rolling dips and drivable waterbars as needed to keep them functioning as intended. ▪ Maintain headwalls to the road shoulder level with material that will resist erosion. ▪ Maintain energy dissipaters at culvert outlets with non-erodible material or rock. ▪ Keep ditches, culverts, and other drainage structures clear of obstructions and functioning as intended. ▪ Inspect and clean culverts at least monthly, with additional inspections during storms and periods of high runoff. This shall be done even during periods of inactivity. Preventative Maintenance ▪ Perform preventative maintenance work to safeguard against storm damage, such as blading to ensure correct runoff, ditch and culvert cleaning, and waterbar maintenance.

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