Given below is the technical description of a lot, having an area of 640.56 m?. It is required to subdivide this lot into two equal areas such that they will have equal frontage along the line CD which adjoins a street, Compute: 1. The distance of the other end of the dividing line from corner 'B'; 2. The distance of the dividing line; and 3. The bearing of the dividing line. DISTANCE LINES BEARING (m) N 72°23' АВ 33.46 E BC S 39°31' E 9.21 S 43°46' CD 39.27 W N 39°52' DE 7.06 N 15°50' EA 20.50 W

Q: 2. A parcel of land, with boundaries as described below is to be subdivided into two lots of equal…

A: Solution  50% area = 2587.065 Using Mid point formula,  Easting of MidPoint M between E and A =…

Q: Consider a lot whose corners have the following X and Y coordinates (in meters): A (198.300,…

A:

Q: 5- Compute the area in acres of triangular lots shown on a plat having the following recorded…

A: Given data, Right angle side of triangular lot are given as 208.94 ft and 232.65 ft. 1 acre = 43560…

Q: 1. Given the technical description of a triangular lot ABC LINES BEARING DISTANCES АВ N 30° E 73.2m…

A:

Q: Determine the length of the dividing line which will divide the lot with an area of 38,185 sq. m.…

A: Given:- The area of the lot = 38,185 m2  The bearing and distance of the lines are given Corner…

Q: Q1/ A tract ofland has three straight sides AB, BC and CD. The fourth side DA, is irregular. The…

A: For determining the area of the irregular boundary, we can use the following method.  Mid point…

Q: 1. Draw the lot base on the lot description on TCT (Transfer Certificate of Title).2. Calculation of…

A: To find:- 1. Draw the lot base on the lot description on TCT (Transfer Certificate of Title).2.…

Q: 3. Find the area of a piece of land with an irregular boundary as follows: Station Offset Distance…

A: Given Values: Offset interval (d)=6 units Offset length (Oi) given in tabular form. (10 Values) To…

Q: For the rectangular lot, observations of sides A and Bwith their 95% errors are (252.46, {0.053) and…

A: Given:- The observations of sides A and B with 95% errors are:- A = (252.46 ± 0.053) ft B = (605.08…

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.