pl P2 89°50' 268° 81°35' | 185°35' 102°10' N 95°5' 80°25' P4 P3 270°30' 90°25' 191°

Q: Distance, m N 15deg 37' E S 77 deg 30' E S 77deg 36' E S 3deg 19' W N 73deg 37' W S 73deg 31 W N…

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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: S 54°58'58" E N 45°55'21" E 382.24' A S 68°05'27" W 472.72' 276.48' N 19°46'15" W 216.12'

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Q: Calculate the latitudes and departures. Check for closure. If the accuracy needed is 1/7500, is the…

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Q: Measured Interior Angle (2) Point (1) A 100°45'37" 231 23'43" 17 12'59" 89 03'28" C E 101 34'24" N…

A: Given a measured interior angles and we have to find

Q: An instrument was set up over TBM 1, and backsights onto point A before sighting onto B. The…

A: To Calculate :- The angle measured at point C (BCD)

Q: Given: Instrument @ "B", BS "C", FS "A" Northing B = 5000.000, Easting B = 10000.00, Elevation B =…

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Q: Problem 2: Calculate the correction in Latitude and Departure using a) Compass Rule and b) Transit…

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Q: Please answer letter a. Compass rule , In EF  length 1127.26

A: To find corrected latitude and departure

Q: A closed traverse has the following data: Line AB BC CD DE EA Find the distance of line EA. a.…

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Q: Table 4b. Closed compass traverse (adjusted bearings) ADJUSTED BEARINGS LINE LENGTH (m) FORWARD BACK…

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Q: From the following closed traverse. Compute the distance of the missing side * LINES AZIMUTH…

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Q: Measured Interior Angle (2) Point (1) A 100 45'37" В 231 23'43" C 17°12'59" 89 03'28" E 101°34'24" N…

A:

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.