Tabulate R or D, T, L, E, M, PC, PT, deflection angles, and incremental chords to lay out the circular curves at full stations (100 ft or 30 m)

(A). Highway curve with Da = 3°30?, I = 15°30?, and PI station = 36 + 44.50 ft.

(B). Highway curve with R = 650 m, I = 10°00?, and PI station = 3 + 290.600 m