A two lane highway with two $3\mathrm{.}7$m laneshas a design speed of $120$km$//$h$,$ has maximum allowable coefficient of side friction, the roadway is moving down and turning to the right. Calculate chainages, superelevation rates and levels on the left hand side $($LHS$),$ centerline $($CL$)$ and right hand side $($RHS$)$ of the road starting from end normal camber $($NC$)$ at CH$1675\mathrm{.}897$m$.$ Determine the above required information only at the following points, normal camber $($NC$),$ level and normal camber $($LNC$),$ Normal Cross$-$fall $($NCF$),$ beginning of horizontal curve $($BHC$)$ and at full superelevation $($full$-$e$)$ Information: Curve radius $=$Minimum radii of horizontal curve $(530$m$)$ Elevation @ NC $=500\mathrm{.}938$m Camber $=2\%$ Chainage @ BHC $=1737\mathrm{.}832$m Grade from NC $=2\%$