Tabulate R$,$ T$,$ L$,$ E$,$ M and the station numbers of PC and PT for the horizontal curve below. Also calculate the incremental deflection angles, the incremental chords, the total deflection angles, and the total chord lengths needed to lay out the curve at full$-$station increments using a total station instrument set up at the PC$.$

Highway curve with $D_a=3{30}^{\text{'}}{30}^{\text{'}\text{'}},I=16{28}^{\text{'}}{30}^{\text{'}\text{'}}$ and PI Station $=31+30\mathrm{.}62$