SOLVE FOR THE ANGLES: N.20 25 50"W S.20° 25' 50"W. S.52 21' 30"W. S.85 30' 16"E. + S.69 59' 10"W. N.9 14' 27"E.

Q: Determine the bearing and azimuth of each angle. Angle A bearing is NW.

A: to determine bearings and azimuths from a surveying plot, you must understand that bearings indicate…

Q: Find all the bearings and azimuth. Bearing EF is N90˚0'0"W

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Q: 7. Given the Azimuth J-K is 40° 44’ 00" and Angle K-J-P is 68° 48’ 38" clockwise. What is the…

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Q: 1. Convert the following azimuths into bearings ( 187 34 18" a. b. 13° 18' 42" C. 288° 44' 22" 150°…

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Q: Compute the departure for the following line: S 13°-28'-50" W 118.97' O-115.6923 O-42.8872 O-27.7337…

A: Given :- Length, L = 118.97 ft Bearing, θ = S 13°28'50'' W To Determine :- Departure of the given…

Q: The following are the observed bearings of a close traverse. Compute the error of interior angle,…

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Q: 8. The computed latitude and departure of line AB are 0.00m and + 45.46m respectively. What is the…

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

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Q: The back azimuth of a line whose true bearing is S 42* 15' W is: A.222* 15 B.132* 15 C. 42* 15'…

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Q: From Adjustment Computations 6th Edition.

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

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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.