DIGITIZING Clause Samples

DIGITIZING. 2.3.1 A digitized graphic data model called ‘Mapping’ of the topographic mapping for this project shall be in a V8 3-D ".DGN" format for Bentley Systems software, furnished on a recordable compact disc. The version of Microsoft Windows must be NT or higher. Compact Discs will be furnished with the check prints. 2.3.2 A Break-line/Spot elevation model called ‘DTM’ which contains all pertinent planimetric and topographic features necessary to create an accurate digital terrain model (DTM) of the aerial mapping area, also in the same Bentley V8 3D.DGN file format shall be provided. The breaklines are not to cross but are to fall just short of the breakline of intersection within a tolerance prohibiting the triangulation through the breakline. The breakline should be constructed in such a manner that prohibits the triangulation through it. Also a breakline should not ‘loop’ back upon itself or have ‘tails’ at the ends of the breakline. These breaklines shall be tested by the consultant to assure that no breakline crosses or touches another breakline. A series of line segments which delineate and define the discontinuities of the terrain (model) surface (Improved and/or unimproved). Examples of breaklines are edges of roadways (paved or unpaved), crown of street, or manmade flowlines, drains, changes in slope gradient, edges of graded pads, tops and toes of slopes, tops and bases of retaining walls, steep cliff faces, retaining structures - such as bridge abutments, etc. Generally, breaklines can be loosely defined as the intersection of two planes and are any linear terrain feature that delineates the ground surface (improved and/or unimproved), and therefore have a controlling effect on the definition and accuracy of the digital terrain model. These breaklines serve as a wall through which terrain triangles cannot pass. Additionally, for further definition and accuracy of the DTM, spot or "regular" surface points should be added to the DTM (surface model) to further define and "fill-in" the surface. The more severe the discontinuities in the surface, the greater the need for increased density in point collection. The spots, used to define the gradient change, needs to be dense enough to prevent unwanted flattening in the surface according to the contour interval. As a general rule of thumb, these points should be collected at a density of ½" at the plotted scale. The use of a good engineering font, capital x or +, with a center/center justification shall be u...
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