Consider point A$,$ B$,$ C and D$,$ the coordinate and stationing of Point $A$ is $(100N,200E)$ and $8+000\mathrm{.}000.$ Point $B$ is at STA $8+400,$ point $C$ is at coordinate of $(200N,300E),$ point $D$ is at coordinate of $(40N,500E).$ Azimuth of line $AB$ is $90{00}^{\text{'}}{00}^{\text{'}\text{'}}$ as shown in the following figure. A simple curve of undivided two lane highway is designed with $90k\frac{m}{h}r$ design speed, and $300-m$ radius, $3\mathrm{.}5-m$ lane width. Assume driver's PIEV time equals $2\mathrm{.}5$ sec and $0\mathrm{.}13$ of coefficient of friction, determine the attainment of superelevation $($stationing and elevation of NC$,$ HC$,$ FC$,$ FS$,$ PC and PT both Superelevation Attainment and Superelevation Removal$).$ If the crown slope is $1\mathrm{.}5\%$ and elevation of highway outside edge is $100$ m $,$ and the crowned pavement is rotated about the profile of the outside edge. $(+15$ marks$)$

N