QUESTION. Using angles to the right, calculate the bearings and azimuths of the lines North South Figure 31 125 Line A - B B-C C-D D-E E-A B E 144 Bearing 138 C Azimuth

Q: Reduce the set of profile notes in Table 2-7, and perform the arithmetic check.

A:

Q: Azimuth in DMS from Point A to Point B: 45-14-37 Distance from Point A to Point B: 927.56' Azimuth…

A: Fig.

Q: Q2- In a traverse ABCD the angles to the right are measured and the azimuth of the lines PA and DR…

A:

Q: .  Given the bearing angles of vectors YZ and YX; calculate the angle X-Y-Z.

A:

Q: 1 Give the azimuths of the lines AB, BC, CD, and DA shown in Figure P7-1. North is zero.

A:

Q: The azimuth of line PQ is 293* 30'. The smaller angle between PQ and PR measured clockwise is 75*…

A:

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.