2. Convert the following azimuths to bearings. Draw the figure for each. a. Azimuth from north, AB = 260°20' b. Azimuth from south, BC = 108°32' c. Azimuth from south, CD = 225°18' d. Azimuth from north, DE = 188°12'

Q: 1. Convert the following Azimuths to Bearings: a. 10° 20' b. 108° 46' c. 218° 07' d. 334° 35' e.…

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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: a. b. c. 120° Az 315° Az 245° Az

A: a120°Az is in 2nd coordinate:Bearing =180-120=60°so,Bearing =S 60 E

Q: 1. Transform the following azimuth to bearing (plot/draw the azimuth and bearing and show your…

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Q: N E S89° 54' 35.40"E 1358.281 m N51° 27' 45.34"E 1778.904 m N65° 59' 59.15"E 1303.296 m S25° 35'…

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Q: Compute the azimuth from north of line CD. Azimuth AB = 103°26'32"; angles to the right ABC =…

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Q: Convert

A: Given data -  Bearing = N 89° 20' 30'' W

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.