ing a A surveyor forgot to no raverse. Assuming that there was no error while performing the survey, what wou he value of the distance and bearing of course 9-1. Plot the traverse usir appropriate scale. ne distance perfo LINE DISTANCE (feet) BEARING N 36.58° E N 77.58° E S 38.47° E S 38.29 W N 19.53° W S 70.470 W 1-2 953.9793 2-3 520.3718 3-4 1121.4479 4-5 986.9961 5-6 721.5146 6-7 334.3818

Q: @ Find Ana using DMD 2 DPD Bearing Distance 52.50 31.82 60.44 45.16 line AB BC CD DE EA ARRAY…

A: In surveying, latitude and departure are coordinate values used to represent the location of a point…

Q: A clockwise traverse ABCDEA was surveyed Find the length and direction of line AD Line AB BC CD DA…

A:

Q: Draw the diagram a.) Compute the angle CEX. b.) Compute the distance AX. c.) Compute the distance…

A:

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

A:

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

A:

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.