1. A section
corner has been determined lost, but corners have been identified
in all four directions. What method should be used to restore
that lost corner?
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2. Lengths of
proportioned lines are comparable only when reduced to their
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3. Choose the
formula that shows proportion "P" determination.
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4. Here is a
lost corner with identified corners in four cardinal directions.
The record was run with ties to the known corners at the end
of the resurvey run. Compute the proportional courses, bearing
and distance, for C2. -- This two part question is worth 40
pts.
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