Consider point $A,B,C$ and $D,$ the coordinate and stationing of Point $A$ is $(150N,300E)$ and $10+000.$ Point $B$ is at $(100N,150E),$ point $C$ is at coordinate of $(150N,100E),$ point $D$ is at coordinate of $(100N,300E)$ as shown in the following figure. A simple curve of undivided four$-$lane highway is designed with $100k\frac{m}{h}r$ design speed, and $450-$m radius, $3\mathrm{.}4-$m lane width. Assume coefficient of friction is $0\mathrm{.}11$ and driver's PIEV time equals $2\mathrm{.}5$ sec $,$ determine the attainment of superelevation $($stationing and elevation of NC$,$ HC$,$ FC$,$ FS$,$ PC and PT both superelevation attainment and superelevation removal$).$ If the pavement crown slope is $2\%$ and elevation of highway centerline is $100$ m $,$ and the crowned pavement is rotated about the profile of the inside edge $($gravity force $=9\mathrm{.}807\frac{m}{s^2}).$ marks$)$