Assuming $\frac{D}{D}\frac{?}{1}$ queuing, determine the following for the NB through traffic in Problem $3.$

a$)$ graph of the queuing situation

b$)$ time until queue dissipation $($after the start of the effective red for this movement$)$

c$)$ total vehicle delay

d$)$ maximum queuing length

e$)$ maximum waiting time of any vehicle

Note:

Please use the following parameters regardless of what you got in Problem $3.$ The cycle length is $70$ seconds; the effective red time for the NB through traffic is $47$ seconds; the saturation flow rate is $1100ve\frac{h}{h}$; and the arrival rate is $300ve\frac{h}{h}.$

Please round your numerical solutions to one$-$digit decimals.