The azimuth of a boundary line is  128° 13’ 46’’. Convert this to a bearing. The azimuth places the line in the southeast quadrant.    Thus, the bearing angle is   Select one: a. 51° 46’ 14’’ b. 52° 46’ 14’’ c. 51° 36’ 14’’ d. 51° 46’ 24’’

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: 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 to Bearings: a. 10° 20' b. 108° 46' c. 218° 07' d. 334° 35' e.…

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Q: The azimuth of a boundary line is 177°34′32″. Convert this to a bearing.

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Q: B D89°30'30" 184.90' C Angele D Bearing 0° East 488.60' West+ North st +1 South A 89°45'45" 180°0'0"…

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Q: A level is set up and a reading of 2.195 m is taken on a bench mark the elevation of which is 89.54…

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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: Problem 6: a) Boundary RS has a bearing of N 54° 12' 34".W. What is its back bearing? b) What is the…

A: Bearing of boundary RS is = N54o12'34"W To find:- (a) Back bearing of RS (b) Azimuth of RS (c) Back…

Q: Find the bearing and azimuth for the traverse. Angle A bearing is going NW. Angle D and I bearing…

A: Concepts:Bearing: Bearing is the horizontal direction of a line measured from a north or south…

Q: If bearing of line XY and XZ are 26°10' and 298°15' the value of included angle ZXY is?

A: The bearing of line XY = 26o10'bearing of line XZ = 298o15'To Find :Included angle ZXY ?

Q: Given the Bearing angle of line CD; calculate the Bearing angle and Azimuth Angle of DE. Bearing…

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Q: What is the azimuth of a line that has a bearing of N35o W

A: The angle measured in clockwise direction from the north is called azimuth. Its value lies in…

Q: 2. An azimuth of a line is 322° 49' 31", what is its bearing? 3. A bearing of a line is S 42° 15'…

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Q: 2. Convert the following bearings to azimuths: a) N42°37'W b) N71°13'E c) S75°55'E d) S13°43'W e)…

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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.