HomeMy WebLinkAboutLetter #03 Ralph RoperFigure 1 – Estimates of Traffic Volumes Entering the Proposed Development via Gray Oaks Ct.Traffic Entering from South via Gray Oaks Court: Assuming 0% use of Alderbrook Trail Route : 74.4 % (per Fig. 6 of A&F Engr. Report)Assuming 50% use of Alderbrook Trail Route: 87.2%Prepared by Ralph Roper/ resident ‐ Gray Oaks Subdivision / May 8, 2023
Figure 2 – Estimates of Traffic Volumes Exiting the Proposed Development via Gray Oaks Ct.Traffic Exiting from South via Gray Oaks Court: Assuming 17.7% U‐Turns at 146th St. & Gray Rd. per Fig. 6 of A&F Engr. Report: 16.7%Assuming no U‐Turns at 146th St. & Gray Rd: 31.5% Assuming North, South, East & West travel destinations are equally distributed: 50.0%Prepared by Ralph Roper/ resident ‐ Gray Oaks Subdivision / May 8, 2023