For a highway curve with $D_a=5{00}^{\text{'}},I=20{30}^{\text{'}},$ and PI station $=63+25\mathrm{.}53ft,$ calculate the requested values to lay out the circular curve at full stations $(100$ ft $).$

Tabulate stations, deflection angles, and incremental chords to lay out the curve at full stations $(100$ ft $).$

Express angles in degrees to four decimal places; express first station numbers as integers; second station numbers and chord lengths should be expressed in feet to two decimal places. The PC station should be placed at the bottom of the table.

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