Pipe Culverts Sample Clauses

Pipe Culverts. Do not place or backfill pipe that meets any of the following conditions until the excavation and foundation have been approved in writing by the CO:
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Pipe Culverts. The width of the pipe trench shall be sufficient to permit satisfactory jointing of the pipe and thorough tamping of the bedding material under and around the pipe. Where rock, hardpan, or other unyielding material is encountered, it shall be removed below the foundation grade for a depth of at least 300 mm or 4 mm for each 100 mm of fill over the top of pipe, whichever is greater, but not to exceed three-quarters of the vertical inside diameter of the pipe. The width of the excavation shall be at least 300 mm (12 inches) greater than the horizontal outside diameter of the pipe. The excavation below grade shall be backfilled with selected fine compressible material, such as silty clay or loam, and lightly compacted in layers not over 150 mm (6 inches) in uncompacted depth to form a uniform but yielding foundation. Where a firm foundation is not encountered at the grade established, due to soft, spongy, or other unstable soil, such unstable soil under the pipe and for a width of at least one diameter on each side of the pipe shall be removed to the depth directed by the Engineer and replaced with approved granular foundation fill material properly compacted to provide adequate support for the pipe, unless other special construction methods are called for on the Plans. The foundation surface shall provide a firm foundation of uniform density throughout the length of the culvert and, if directed by the Engineer, shall be cambered in the direction parallel to the pipe centerline. Where pipe culverts are to be placed in trenches excavated in embankments, the excavation of each trench shall be performed after the embankment has been constructed to a plane parallel to the proposed profile grade and to such height above the bottom of the pipe as shown on the Plans or directed by the Engineer.
Pipe Culverts. Amend the description of subclause 5.1.1 to include groundwater drains.

Related to Pipe Culverts

  • Culverts A conduit or passageway under a road, trail, or other obstruction. A culvert differs from a bridge in that it is usually entirely below the elevation of the Traveled Way.

  • Loop Makeup Response Time - Electronic This report measures the average interval and the percent within the interval from the electronic submission of a Loop Makeup Service Inquiry (LMUSI) to the distribution of Loop Makeup information back to the CLEC. Exclusions Manually submitted inquiries Canceled Requests Business Rules The response interval starts when the CLEC’s Mechanized Loop Makeup Service Inquiry (LMUSI) is submitted electronically through the Operational Support Systems interface, TAG. It ends when BellSouth’s Loop Facility Assignment and Control System (LFACS) responds electronically to the CLEC with the requested Loop Makeup data via the TAG Interface. LSRs submitted via LENs will be reflected in the results for the TAG interface.

  • Plumbing fixtures and appliances shall be used only for the purposes for which designed, and no sweepings, rubbish, rags or other unsuitable material shall be thrown or deposited therein. Damage resulting to any such fixtures or appliances from misuse by a tenant or its agents, employees or invitees, shall be paid by such tenant.

  • Lighting A system of fixtures providing or controlling the light sources used on or near the airport or within the airport buildings. The field lighting includes all luminous signals, markers, floodlights, and illuminating devices used on or near the airport or to aid in the operation of aircraft landing at, taking off from, or taxiing on the airport surface.

  • Street Lighting 4.4.1 The Developer shall provide streetlights for the entire Subdivision at his sole expense. The type of lighting standard, pole spacing, and installation shall be per Memphis Light, Gas and Water standards. Memphis Light Gas and Water shall bill the City for installation of street lighting per its standards.

  • Electrical Provide drawings for the following systems:

  • Outdoor Lighting 3.8.1 Lighting shall be directed to driveways, parking areas, loading area, building entrances and walkways and shall be arranged so as to divert the light away from streets, adjacent lots and buildings.

  • Fast Food Outlets This proposal does not seek to interfere with the existing Fast Food Agreement.

  • Unbundled Sub-Loop Feeder 2.8.4.1 Unbundled Sub-Loop Feeder (USLF) provides connectivity between BellSouth's central office and cross-box (or other access point) that serves an end user location.

  • Toilets Papers, dust, cobwebs, peels, cans/bottles, cigarette butts, excrement on floor, bad smells, water pools, leaking sewage, rodents, animals (dead or alive), overflowing sanitary bins. 0 = NOT APPLICABLE 1 = UNACCEPTABLE (Toilets out of order. Toilets not cleaned on daily basis.) 2 = POOR (Toilets cleaned, but still visible signs of dirt, e.g. dust, cobwebs.) 3 = GOOD (Obvious sign that toilets are cleaned daily.) 4 = EXCELLENT (Extra effort is put in to ensure cleanliness, e.g. using detergents.)

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