Examples of Pipe invert in a sentence
Pipe invert, or centerline, elevations at crossing with other pipe.
Figure 1.4: Pipe invert abrasionFigure 1.5: Severe erosion around riser and barrelconstruction are preventable, wear and tear is a wild card.
Pipe invert may deviate from line or grade up to ½ inch for line and ¼ inch for grade, provided that finished pipe line will present a uniform bore, and such variation does not result in a level or reverse sloping invert, or less than minimum slope shown.
Pipe invert elevations at manhole shall be projected to the center of the structure and measured accurately to allow for accurate fabrication of precast manhole bases used in retro-fit applications.
Pipe invert station and elevation of each change of grade and alignment.
Pipe invert elevations at all structures, end-sections or headwalls.
Drainage Location, size and invert elevation of Municipal storm sewer service with offset to property line. Sizes and invert elevations of all existing and proposed storm sewer mains and culverts. Pipe invert elevation and rim elevation of all proposed catch basins, lawn basins and manholes. Spot elevations on and adjacent to site to indicate grading. Existing and proposed swales and ditches on site and on adjacent sites to a designated ditch or storm sewer.
Pits and Pipe invert levels and surface levels to Australian Height Datum; Council’s Engineering Services section must advise in writing that they are satisfied with the Works-As-Executed prepared by a Registered Surveyor and duly signed prior to the issue of an Occupation Certificate.
This information includes, but is not limited to Northings and Eastings for all manholes, inlets and cleanouts, Pipe invert elevations for all pipe segments entering and exiting storm drain structures, flowline elevations at 20 foot intervals for all vegetated swales and bioswales and Northings and Eastings and invert elevations for all connections to existing storm drain facilities.
Pipe invert elevations should either directly surveyed or supplied by grade rod measurement from the manhole rim to the pipe invert measured to the nearest 0.1 (one-tenth) of a foot.