H.W1/ The azimuth of the boundary line is 125°12'4". Convert this to a bearing. H.W2/ The first course of a boundary survey is written as N 32°10' W. What is its equivalent azimuth? H.W3/ Convert all Bearing angles to Azimuth BEARING AZMITH N 72° 40' E S 39° 20’ E S 40° 45' W N 59° 66’ W

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: Zbe a+ Zab-180 > iso Zbc N Zbe =atZab,t 180 265° <180 B Zcd N 40.20 234° 95° 30.10 C 28 126° A 79°…

A: Finding out bearing and azimuth.

Q: A survey was laid out as follows: a. Line AB has a bearing of S14°26'12"E b. At B, point C was…

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Q: 6] If the magnetic declination is 5deg 30min W during the time of the survey, what is the true…

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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: 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: 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: Calculate: The bearing and final length of point AB  The slope of the gradeline joining the two…

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Q: A- The magnetic bearing of the link BA is N 46° 20' E and the magnetic declination in that region at…

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Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.