Storm Drain Sample Clauses

Storm Drain. Box culverts and headwall structures shall be deemed substantially complete upon installation as shown on the approved plans and specifications therefore and in accordance with the City standard plans and specifications and verification of such installation by the civil engineer, and confirmation of such installation by the Field Inspector.
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Storm Drain. Proper connection to existing SD structures, slope of new piping, drywells, bedding backfill and coordination of Geotechnical inspections.
Sample 1
Storm Drain. Any conduit and appurtenances intended for the reception and transfer of storm water.
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Storm Drain. Owner shall install storm drain improvements in the locations and in accordance with the Engineering Plans, referenced in Paragraph III.B. above.
Sample 1
Storm Drain. All storm drains shall be constructed in accordance with the Town of Jamestown’s Technical Standards Manual adopted May 19th, 2009 section 400.00.
Sample 1

Related to Storm Drain

  • 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.

  • Heating, Ventilating and Air Conditioning General Office Area: The building shall be equipped with a combination heating, ventilation and air conditioning system. The system shall have ducted supply and return air. The space above the ceiling shall not be used as a supply or return plenum. The systems shall be sized in accordance with the weather conditions identified in Chapter 13, “Energy Conservation” of the 1996 BOCA Building Code and supplemented by the “Building Code Rules”. All HVAC equipment shall be commercial or light industrial grade. If new construction it shall be installed at grade or within mechanical rooms for easy access and maintenance. If existing construction, roof mounted equipment will be considered after all other options have been exhausted, including the elimination of noise and vibration transfer to the structural members. The HVAC systems shall be zoned, with units sized and placed as required by heating and cooling loads on the building. Zoning of systems is dependent on the size, shape and orientation of the building. The HVAC system shall be divided into a minimum of 4 exterior and 1 interior temperature control zones. Return air shall be taken from the area supplied or adjacent to the area in the same temperature control zone. The ventilation and exhaust system shall be sized to maintain a positive pressure throughout the building envelope to limit air and dust infiltration. No HVAC ductwork shall be installed under the floor slab or underground.

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