Given in the accompanying tabulated are adjusted latitude and adjusted departures of a parcel of land whose area is to be divided equally into two parts. The dividing line is to pass through a point (point F)midway between corners A and E, and through a point (point G) along the boundary of line BC. Determine the length and bearing of the required line. (UNIT: m). In calculation use 3 decimal places...

Q: A tract of land with a data given below is to be divided into two equal parts by line EF which is a…

A: Given data,   Required :  The distance of station D from point E.(DE)

Q: 5. The three sides of a triangular shaped tract of land is given by the following measurements and…

A: Most probable error in perimeter will be the sum of most probable error of 3 sides.

Q: Establish the relation linking d to AB, a, and ß. Calculate d for AB-500m, a = 65°, and ß = 55°.

A: Given: The length AB is 500 m. The angle a is 65o. The angle B is 55o.

Q: X=6 and Y=8 Please include the formula that had been used and the figured. Box the final answer

A: Given, X = 6, Y = 8 Coordinate of A, = (500, 0) Coordinate of B, = (1000, 0) Coordinate of C, =…

Q: omplete the earth work calculation sheet here and plot the resulting mass diagram. Divide ccy by 0.9…

A:

Surveys of public lands

A survey is a method used to determine the relative positions of various objects on the land by measuring the horizontal distances between them. Briefly, a survey is a process of accumulation of data of various details related to land. The main objective of surveying land is to prepare maps to a suitable scale. Various types of maps such as topographical maps, cadastral maps, engineering maps, military maps, contour maps, geological maps, archaeological maps, and so on can be prepared by surveying.