Given the following technical description of approved surveys and their corresponding coordinates. PSU-187 773 Coordinates LINE Bearing Distance (m) Northing Easting 1000.00 AB N 76° 18' E 733 1000.00 BC N 23° 20' W 598 CD $ 61° 35' W 415 DE N 57° W 511 EF $ 32° 45' W 395 FA S 48' 23' E 708 a. Determine the linear error of closure and its bearing. b.Determine the adjusted distance of each line. c.Determine the area of the closed traverse PSU - 187 773.

Q: A survey was laid out as follows: a. Line AB has a bearing of S14°26'12"E b. At B, point C was…

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Q: 6] If the magnetic declination is 5deg 30min W during the time of the survey, what is the true…

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Q: Observed Bearings Computed Sta Internal Angle Adjusted Values Corr Interior Forward Back Angle…

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Q: The RL of a point is 120 m and elevation of the instrument is 1 m. If a contour line of 119 m is to…

A: Given -  RL of point = 120 m Elevation of the instrument (h) = 1 m Elevation of contour line from…

Methods of Surveying

Surveying is the practice to determine the relative three-dimensional positions of various points on the earth’s surface. This is done by computing the vertical and horizontal distances, angles between the points, collecting the observations, and plotting them on a map of any appropriate scale. Accuracy can be achieved by using the latest instruments like a theodolite, tachometer, etc. Leveling is a subdivision of surveying where the objective is to locate the elevation of objects considering a datum level.