| 1. In a situation
where lines have been surveyed in only two angular directions
from a lost corner, what data would determine the resurvey?
| 2. What if the
data in question 1 resulted in two different points on the
ground in a resurvey?
| 3. Is there any
other data which might apply in the above situation?
| 4. What do we
call the above method of locating a lost corner?
Using the following information, determine the proportional
bearings and distances to restore this lost comer: