Given: Two$-(2)$ lane rural arterial as shown below

Lane width $=12$ feet

$e_{\text{m}\text{a}\text{x}}=0\mathrm{.}10f\frac{t}{f}t$

Pavement crown $=1\mathrm{.}5\%$

Design speed $=60mph$

Centerline radius $=1150$ feet

Find: $($a$)$ Stations of PC$,$ PI$,$ and PT for two legs

$($b$)$ Coordinates of two centers, PI's, PC$\text{'}$s$,$ and PT$\text{'}$s

$($c$)$ Curve data $($E$,$ M$,$ T$,$ D$,$ L$,$ LC$,$ External angle$)$

$($d$)$ Distance between PT of curve A and PC of curve B

$($e$)$ Is there sufficient distance between Curve A and Curve B for $"$e$"$ runoff? Provide justification.

$($f$)$ Summarize details for each curve neatly in a tabular format