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A surveyor set lip a point P which is tha inner portion of a four-sided track of tand ABCD, and raads the bearings and measures the distances es follews: LINE BEARING DISTANCE (m) N 40° 30' W 420.35 PS N 38° 00' W 530.15 S 70° 00' E 480.75 PD S 60° 15' W 595.10 Solve for the area of the lot.

A surveyor set lip a point P which is tha inner portion of a four-sided track of tand ABCD, and raads the bearings and measures the distances es follews: LINE BEARING DISTANCE (m) N 40° 30' W 420.35 PS N 38° 00' W 530.15 S 70° 00' E 480.75 PD S 60° 15' W 595.10 Solve for the area of the lot.

Fundamentals Of Construction Estimating
Fundamentals Of Construction Estimating
4th Edition
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Pratt, David J.
Chapter4: Measuring Site Work, Excavation, And Piling
Section: Chapter Questions
Problem 8RQ
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1. A surveyor set up a point P which is the inner portion of a four-sided track of land ABCD, and reads the bearings and measures the distances es follews: LINE BEARING DISTANCE (m) N 40° 30' W 420.35 PS N 38° 00' W 530.15 S 70° 00 E 480.75 S 60° 15' W 595.10 Solve for the area of the lot.
Transcribed Image Text:1. A surveyor set up a point P which is the inner portion of a four-sided track of land ABCD, and reads the bearings and measures the distances es follews: LINE BEARING DISTANCE (m) N 40° 30' W 420.35 PS N 38° 00' W 530.15 S 70° 00 E 480.75 S 60° 15' W 595.10 Solve for the area of the lot.
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