Question

A straight-line route survey, which had PI's at 3 + 81.27 (∆= 12°30′) and at 5 + 42.30 (∆= 10°56′), later had 600-ft-radius circular curves inserted at each PI. Compute the BC and EC stationing (chainage) for each curve.

Please provide a sketch of the Geometry.

Answer 1