Fundamentals of Surveying All azimuths are measured from South. All angles must be written to the nearest minute only. All latitudes and departures must be written to two decimal places only. A trapezoidal lot marked as ABCD (plotted clockwise) has the following bearing and distance: AB = Due West; 55.56 m BC = Due North; 38.78 m CD = Not given DE = Due South; 52.59m a) What is the length of line CD? b) What is the bearing of line CD?

Q: Given the following adjusted latitudes and adjusted departures of a closed traverse, determine the…

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Q: 4. During the survey of four sided polygon, closed traverse has the following dată ! Side AB =…

A: Note- a} Point Angle A 51o13' B 105o39' C 78o11' D 124o47' Sum 359o50'0''

Q: All azimuths are measured from South. All angles must be written to the nearest minute only. All…

A:

Q: FUNDAMENTALS OF SURVEYING 1 All azimuths are measured from South. All angles must be written to the…

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Q: 11. If the balanced latitudes and departures are given for the following traverse, what are the…

A: Given data- To Find- The coordinates of the remaining two points.

Q: Problem. The coordinates of the loop traverse are given below. a. Compute for the bearing and length…

A: Calculate length using formula L=(∑Latitude)2+∑(Departure)2 Calculate bearing using formula…

Q: Point Easting Northing 1 10000 10000 2 10044.83 10072.21 3 9932.248 10143.02 4 9887.415 10070.81

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Q: FUNDAMENTALS OF SURVEYING 1 All azimuths are measured from South. All angles must be written to the…

A: The length of line can be determined by using the coordinates. NOTE: As per guidelines we need to…

Q: Q.4. Compute by DMDs the area in hectares within a closed-polygon traverse ABCDEFA by placing the X…

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Q: Fundamentals of Surveying All azimuths are measured from South.  All angles must be written to the…

A: Azimuth of AB =N 45°23'EAzimuth of BC =S 34°40'EAzimuth of CA =N79°50'W

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.