Please solve this two problems step by step with necessary figures.

$1)$ Two straights on the centre line of a proposed railway intersect at $1270\mathrm{.}8$ m$,$ the deflection angle being $38\backslash$deg $24\text{'}.$ It is proposed to put in a circular curve of $320$ m radius with cubic parabolic transition curve $36$ m long at each end. The combined curve is to be set out by the method of deflection angles with pegs at at every $10$m through chainage on the transition curves and with pegs at every $20$ m through chainage on the circular curve. Tabulate the data relative to the first two stations on the first transition curve and the junction of the transition curves with circular etc.

$2)$ Two highways intersecting at a deflection angle of $42\backslash$deg $30$ are to be connected by a $6$ circular curve by means of two equal transition curve of length $150$ ft to each end. Calculate the chainages of the beginning and end of transition curve and at the junctions of the transition curves with the circular arc if the chainage of the P$.$I. is $10500$ in ft$.$ Also compute the data relative to first two stations on the first transition curve and the junctions of the transition curve with circular etc. Take peg interval $50$ ft for circular curve and $20$ ft for transition curve.