First Second Mean Adiasted Angle Rening sendig, " DAB 100 24 09 100 23 t1 ABC 91 28 23 912759 ? BCD 93.02 59.93 08 38 C DA 745752.74 58 01 ? Sum ?

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Q: cross section 2 . 42 mm 42 mm I 50 mm 50 mm 302 mm 392 mm

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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.