Question as $($S points$)$: Table shows the traffic flow for a four$-$legged intersection. the lost time per phase is $2\mathrm{.}4$ seconds, saturation headway is $2\mathrm{.}2$ seconds and amber the is $ second$\text{'}$s per phase. Find the cycle length and green time. Assume critical volume to capacity ratio as $0\mathrm{.}85.$ Draw the phasing and timing diagrams.

$\backslash$table$[[$From$,$To$,$Flow $($veh$/$hr$)],[$North$,$South,$375],[$South$,$North,$450],[$East$,$West,$650],[$West$,$East,$500]]$