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Back Principles of Differential Leveling | Up Builder 3&2 Volume 01 - Construction manual for building structures | Next Perpendicular by 3:4:5 Triangle |
indicates the ground surface level outside the building
is marked Grade or Grade Line.
The elevation of a surface at a particular point is a
grade elevation. A grade elevation may refer to an
existing, natural earth surface or to a hub or stake used
as a reference point, in which case the elevation is that
of existing grade or existing ground. It may also refer
to a proposed surface to be created artificially, in
which case the elevation is that of prescribed grade,
plan grade, or finished grade.
Grade elevations of the surface area around a
structure are indicated on the plot plan. Because a
natural earth surface is usually irregular in contour,
existing grade elevations on such a surface are
indicated by contour lines on the plot plan; that is, by
lines that indicate points of equal elevation on the
ground. Contour lines that indicate existing grade are
usually made dotted; however, existing contour lines
on maps are sometimes represented by solid lines. If
the prescribed surface to be created artificially will be
other than a horizontal-plane surface, prescribed
grade elevations will be indicated on the plot plan by
solid contour lines.
On a level, horizontal-plane surface, the elevation
is the same at all points. Grade elevation of a surface
of this kind cannot be indicated by contour lines
because each contour line indicates an elevation
different from that of each other contour line.
Therefore, a prescribed level surface area, to be
artificially created, is indicated on the plot plan by
outlining the area and inscribing inside the outline the
prescribed elevation, such as First floor elevation
127.50 feet.
BUILDING LAYOUT
LEARNING OBJECTIVE: Upon completing
this section, you should be able to determine
boundaries of building layout.
Before foundation and footing excavation for a
building can begin, the building lines must be laid out
to determine the boundaries of the excavations.
Points shown on the plot plan, such as building
corners, are located at the site from a system of
horizontal control points established by the battalion
engineering aids. This system consists of a framework
of stakes, driven pipes, or other markers located at
points of known horizontal location. A point in the
structure, such as a building corner, is located on the
ground by reference to one or more nearby horizontal
control points.
We cannot describe here all the methods of locating a
point with reference to a horizontal control point of a
known horizontal location. We will take, as an illustrative
example, the situation shown in figure 5-16. This figure
shows two horizontal control points, consisting of
monuments A and B. The term monument, incidentally,
doesnt necessarily mean an elaborate stone or concrete
structure. In structural horizontal control, it simply means
any permanently located object, either artificial (such as a
driven length of pipe) or natural (such as a tree) of known
horizontal location.
In figure 5-16, the straight line from A to B is a
control base line from which the building corners of
the structure can be located. Corner E, for example,
can be located by first measuring 15 feet along the
base line from A to locate point C; then measuring off
35 feet on CE, laid off at 90° to (that is, perpendicular
to) AB. By extending CE another 20 feet, you can
locate building corner F. Corners G and H can be
similarly located along a perpendicular run from point
D, which is itself located by measuring 55 feet along
the base line from A.
PERPENDICULAR BY PYTHAGOREAN
THEOREM
The easiest and most accurate way to locate
points on a line or to turn a given angle, such as 90°,
Figure 5-16.Locating building corners.
5-11
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