Convert the following bearings to equivalent north and south azimuths.   a. AB, N 28°15' W  b. BC, Due East  c. EF, N 66°30' W  d. CD, S 50°10' E  e. DE. S 46°50' W

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: Compute the azimuth from north of line CD. Azimuth AB = 105°26'32"; angles to the right ABC =…

A: Azimuth of AB = 105°26'32''Angle to the right ABC = 52°54'26''Angle to the right BCD = 36°36'38''…

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: a.) AZIM, of line EF = 138°32' b.) AZIM, of line FG = 321°24' c.) AZIM, of line GH = 214°51'

A: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question and…

Q: Along one bank of a river with parallel banks, a surveyor lays off a base line AB 600.00 m long.…

A: Given that  AB = 600.00m ∠BAC=62°5'18"∠ABC=81°34'42" let us make a Line CD perpendicular to line AB…

Q: What are the two measures used to describe service quality for a two-lane highway? Which of the…

A: Class 1 two-lane highway act as a link to arterial or arterial itself, where vehicles are relatively…

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: Q2- In a traverse ABCD the angles to the right are measured and the azimuth of the lines PA and DR…

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Q: Convert the following to azimuth:  N64°21’18’’W S45°26’42’’E S79°42’16’’W

A: Convert the following to azimuth:  Part (a). N64°21’18’’W This is in quadrant 4. Azimuth  =   360°…

Q: The azimuth of line PQ is 293* 30'. The smaller angle between PQ and PR measured clockwise is 75*…

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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…

Q: Convert

A: Given data -  Bearing = N 89° 20' 30'' W

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.