1. Convert the following Azimuths to Bearings: a. 10° 20' b. 108° 46' c. 218° 07' d. 334° 35' e. 267° 15' 2. Convert the following Bearings to Azimuths: a. N 27° 30' E b. S 63° 50 E c. N 83° 12' W d. N 10° 15' W e. S 46° 46' W

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: 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. The current magnetic declination is 3º16'24" W. Line JK has a bearing of S88°52'15"W relative to…

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Q: Compute the magnetic bearing of the lines below with the whole circle direction (WwCD).If the…

A: The expression for magnetic bearing is given by, Magnetic Bearing=True Bearing ± Magnetic…

Q: from north and south of the following lines whose magnetic bearings are given. a.)        AB, N…

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Q: 1. Convert the following to bearings: 52°40’59’’ 205°32’11’’ 312°15’29’’

A: Angles and lengths are the essential estimations in studying. Angles in reviewing are named either…

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.