Convert 245°54'10" to a decimal Degree. Be sure to have the correct number of significant digits.

Q: The parcel of land is shown with the coordinates at points A (9x,0), B, C, D, and origin at point O.…

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Q: What is sag in surveying

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Q: st BS -00 3.54 +10/ +20 + 1 | 1 1 I 2.994 2.044 0-171 00249 1.497 Is 3.269 2.966 Fs 1.845 1.840…

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Q: Question 5 The map scale is 1"=40-ft. The distance between two features on the map are scaled to be…

A: In survey, while measuring the distance or area, we always measure the real or actual distance, but…

Q: Line AB has an azimuth of 322° 40' 20" (origin point is B). Find the principal angle in degree for…

A: Given data : Line AB has an azimuth of 322° 40' 20" Find the principal angle in degree for line AB

Q: What is the length of side "b" to the correct number of significant figures? B A O 300.92' O…

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Q: 10

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Q: What is the length of side "a" to the correct number of significant figures?

A: Given:- To find:- Length of side "a" Concept:- The rule of sines is a mathematical formula used in…

Q: • 4) Compute the coordinates of the area centroid with respect to the given axes. 20 mm 30 mm 36 mm…

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Q: iven the tabulation below. Compute for the following: (Show your Solutions) a. Latitude and…

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Q: What is the contour Interval?

A: To determine the contour interval from the given topographic map.   From the given map, the known…

Q: Practical part: Q5) Draw the profile with horizontal scale 1:1000 and vertical scale 1:20, stations…

A: Given : Stations and their Elevations in metres. Horizontal scale = 1:1000 Vertical scale = 1:20…

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.