A traverse was run on a small job site using a Total Station. Assume angles were measured with equal precision. Perform all calculations necessary assuming the coordinates of Point A are N5000 and E10000.

• 1. Perform a check for angular closure and correct if necessary

• 2. Compute Azimuths & Bearings for all sides

• 3. Compute the Latitudes and Departures

•  

74'19'23 282.60' N56 52'40"E -36 43'34" A 291.42' 180.20 68'57'03"