Hydrants Sample Clauses
The 'Hydrants' clause establishes the requirements and responsibilities related to the installation, maintenance, and accessibility of fire hydrants on a property or within a project area. Typically, it specifies who is responsible for ensuring hydrants are properly located, maintained in working order, and kept unobstructed for emergency use, often referencing local fire codes or municipal regulations. This clause ensures that adequate fire protection measures are in place, thereby reducing risk to property and occupants and facilitating compliance with safety standards.
Hydrants. Spacing. Hydrants shall be spaced as listed in Table 100-19 and located in accordance with these Standards.
Hydrants. Hydrants shall be installed in accordance with the District’s standard details. The hydrant tee and the hydrant base shall be appropriately braced. Trenching for hydrant and branch shall be done in accordance with Section 3 herein. All appurtenant piping and jointing shall be done in accordance with Section 4 herein.
Hydrants. Any hydrant situated within the road allowance is the property of the Corporation and shall be maintained by it. Hydrants located on private property shall be maintained bythe Owner in accordance with the Corporation's By-law number 136-2009. Flow testing shall be paid for by the Owner in accordance with the Corporation's Development Standard Manual.
Hydrants. The Cities shall consult with Pine River with respect to the number and location of fire hydrants in the Township service areas. The Cities shall determine the location of hydrants based upon a generally recognized standard. Pine River shall pay or cause to be paid the cost of acquisition and installation of such hydrants. Hydrants in service areas shall be installed in accordance with Alma or St. Louis’s specification. For all hydrants now and hereafter located in one of the Pine River service areas, the Township shall pay either Alma or St. Louis an annual charge per hydrant equal to that City’s hydrant rental fee. Such hydrants may only be used for fire protection unless prior written permission for a different use is obtained from Alma or St. Louis. Pine River agrees to reimburse Alma or St. Louis for all reasonable costs associated with the installation of fire hydrants in service areas, when work is performed by Alma or St. Louis, on a time and materials basis. Replacement of hydrants located in the service areas that are damaged shall also be on a time and materials basis. Alma and St. Louis shall invoice the Township for these costs which shall include a detail of the time and materials charges.
Hydrants. Hydrants shall be installed along the New Watermain every 600 feet, and shall permit rural volunteer services to connect as needed. The City will provide the appropriate fire departments information on the requirements.
Hydrants. Hydrants service yearly 1 R
Hydrants. No material obstructions or debris shall be placed or allowed to accumulate within fifteen-feet (15’) of any fire hydrant. All fire hydrants shall be accessible at all times.
Hydrants. All hydrants shall be Terminal City compression type, complete with 2 - 63 mm ports and 1 - 114 mm pumper port. Threads shall conform to the British Columbia Fire Hose Thread specifications. Hydrants shall be painted yellow above the ground line. Drain outlets shall be provided except in areas of high groundwater. Depth of bury shall be a minimum of 1.5 m. Hydrant extensions shall be installed as required to suit the final boulevard grade. Hydrants shall be equipped with a standard BC pentagon operating nut and shall open counter clockwise. Hydrant lead pipe shall be a minimum of 150 mm diameter. At the discretion of the Director, a concrete wing wall shall be installed at hydrants adjacent to road cut slopes. In areas where road ditches exist, a culvert and a 3 m wide gravelled pad across the ditch shall be provided for access to the hydrant. Service Connection Materials, Saddles, and Service Fitting All pipe for underground services 50 mm in diameter and smaller shall be PEX tubing DR9 complete with stainless steel inserts. Pipe for services 100 mm and larger diameters shall be the same as specified for watermain pipe. Service fittings shall be compression type suitable for 1035 kPa (150 psi) working pressure. Service saddles, corporation stop and curb stop are to be as shown on the standard drawings. Concrete All concrete shall at a minimum have a 28-day compressive strength of 25 MPa for thrust blocks and other appurtenances. Cement shall be Portland cement and shall be normal type unless dictated otherwise by soil conditions. Granular Bedding and Backfill Material in the Pipe Zone Pipe bedding shall be sand or crushed gravel conforming to the gradation limits set out in Table 3-3. Through areas of high groundwater conditions, crushed gravel and 19mm (3/8”) drain rock shall be used for pipe bedding.
Hydrants. The City owns and operates a water system and it is agreed that the City is in the best position to provide hydrant testing. The City will test hydrants in accord with relevant standards.
Hydrants in accordance with the requirements of the fire service. Every hydrant position shall contain all the required equipment.