Here's how to solve this problem:
Understanding the Concepts
Calculations
Height of Instrument (HI): This is the elevation of the line of sight of the leveling instrument.
HI = RL of Benchmark + BS
HI = 100.00 m + 3.25 m = 103.25 m
RL of Roof Station: Since the staff is held upside down, the reading needs to be added to the HI.
RL of Roof Station = HI + Inverse Staff Reading
RL of Roof Station = 103.25 m + 1.25 m = 104.50 m
Answer
The RL of the roof station is 104.50 m.
This value fits between 104 and 105, as requested.
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