The bearing of Line BC is N 23o45’ W. If the next line CD deflect to the right by 25o34’, determine the bearing of Line CD.

Q: All azimuths are measured from South. All angles must be written to the nearest minute only. All…

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Q: FUNDAMENTALS OF SURVEYING 1 All azimuths are measured from South. All angles must be written to the…

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Q: Determine the whole circle bearing of line CD in degrees.

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Q: Latitude Departure ne Length(m) Calculated Bearing +N -s +E -W 13.20 17.42 10.00 13.90 11.55 66.07

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Q: The bearing of a survey line is N31°17'W. Its deg. azimuth observed from north is (round off to two…

A: The bearing of a survey line is N31°17'W. Its azimuth observed from north is?

Q: A. Compute the azimuths (from the north) given the bearing of course AB and the angles to the right…

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Q: 13. The x and y coordinates of a point P is (- 5, 8). Convert this to polar coordinates. 14.The…

A: draw coordinates first

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

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Q: How do you add or subtract a stationing to a meters? 50+000 - 51.81 =    And how it solve this,…

A: We have, 50+000 - 51.81 = ? Stationing is done with a reference point and stationing is along the…

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.