Using the lengths from Problem 10.10 and azimuths from Problem 10.12, calculate departures and latitudes, linear misclosure, and relative precision of the traverse.

Problem 10.10:

Determine departures and latitudes, linear misclosure, and relative precision for the traverse of Problem 10.9 if lengths of the sides (in meters) are as follows:

Problem 10.9:

Balance the following interior angles-to-the-right for a polygon traverse to the nearest 1 using method 1 of Section 10.2. Compute the azimuths assuming a fixed azimuth of

Problem 10.12:

Same as Problem 10.9, except assume line AB has a fixed azimuth of 147°36’25” and line BC bears NE.

Problem10.9:

Balance the following interior angles-to-the-right for a polygon traverse to the nearest 1 using method 1 of Section 10.2. Compute the azimuths assuming a fixed azimuth of