Compute the departure for the following line: S 13°-28'-50" W 118.97' O-115.6923 O-42.8872 O-27.7337 O-27.3387

Q: 1.5 What are the angles at the intersection point in Table 1.5. Table 1.5 Station A B ANS N, m…

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Q: Three lines have the following north azimuths: AB 114o36’, CD 254o45’, and EF 302o14’. What are the…

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Q: Find the departure misclosure using compass rule Find the latitude misclosure using compass rule…

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Q: 6) Balance the departure and latitude using compass rule. complete solution. Show COURSE LENGTH (m)…

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Q: 4. Convert 150 o to radians 5. Convert 5. 64 rad to degrees G. Convert 2 2. 6 78 ° TO degrees,…

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Q: Q3/ from the travers below find; A; the interior angles (F, G, H,J, K) B; bearing direction of ( FG,…

A: Given data  Bearings To find Angles Directions

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.