Check if the traverse closes. After checking and closing, get the area by using either DPD or DMD. B N 55 37'E 567.34 ft Not to Scale S 49°38'E 810.76ft A Lot 1 Tract No.2 C W E S 588.16ft N 18 53'W 922.75ft S 43 26 W 411.72ft N 39 22'W

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: What is the error of closure?

A: Given:Reduced level of bench mark-10=701.32'We know that,Height of instrumentHI=R.L. of B.M. of…

Q: 7. Compute the AL and the Ad for each leg of the traverse shown below. Show the EL and the Ed as…

A: Asked: To determine the sum of latitudes ∑L and departures ∑D for given traverse.   Given:…

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

A:

Q: An instrument is set over point “A" with a 5.45 ft. H.I. A vertical angle of -9°35'17" and a slope…

A:

Methods of Surveying

Surveying is the practice to determine the relative three-dimensional positions of various points on the earth’s surface. This is done by computing the vertical and horizontal distances, angles between the points, collecting the observations, and plotting them on a map of any appropriate scale. Accuracy can be achieved by using the latest instruments like a theodolite, tachometer, etc. Leveling is a subdivision of surveying where the objective is to locate the elevation of objects considering a datum level.