Subdivide the lot having the given technical description into two equa! areas by a ine parallel to the side AB. LINES AB BC CD DA BEARING N. 10° E. N 80˚E. S 10' W N. 52' W. DISTANCES 100 m. -- 200 m. I Compute the area of the whole lot in acres. 2 Compute the length of the dividing line. Compute the missing side BC. ANS: 4.14 acres, 158.11 m. 118.81 m.

Q: A triangular lot ABC has a bearing and distance of line AB to be N 40deg E and 800m and CA equal to…

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Q: OCC C1 C2 C3 C4 OBS C2 C3 C4 C1 LAT -50.67 -86.88 57.96 79.59 DEP 138.89 -55.98 -107.37 24.47…

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Q: If the interior lots of a subdivision were originally created by protraction, the lots are located…

A: If interior lots of a subdivision were originally created by protraction the lots are located by…

Q: (6 pts) The property below is to be subdivided so that the parcel labeled 1 must contain 6 acres.…

A: Given: The property below is subdivided so that parcel labelled 1 must contain 6 acres.    To Find:…

Q: A parcel of land as surveyed for Roman Tano on September 7, 2005. The is situated in the Bgy of 646…

A: Details of the survey plan are given for Roman Tano. East of 4-1 survey line is a road with right of…

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.