Artheon Review 2

PAGE | 7 h) Striping. i) Belgium Block Curb. j) Curb Cut. C. TRAFFIC COMMENTS 1. The Applicant should submit turning movement plans to the Board to demonstrate that adequate circulation can be achieved for emergency vehicles, trash trucks, and delivery vehicles. 2. Within the Site Plan Review section of the Traffic Impact Assessment, the Applicant has excluded the area from second-floor storage space from the calculation to provide the required parking spaces. Since this storage space is required for the functionality of the supermarket, this area should be included in the calculation. Revise assessment and plans accordingly. 3. Within the Data Table 1 and Technical Appendix of the Traffic Impact Assessment, the Applicant used the weighted average trip generation projections. It remains for the report to be revised utilizing the projections from the calculated fitted curve. 4. Within the Technical Appendix of the Traffic Impact Assessment, the data point and equation graphs for the supermarket were generated using the peak hour of adjacent street traffic for the AM and PM weekday and peak hour of the generator for Saturday. The Applicant should provide testimony on the peak hour analysis to the Board. 5. Within the Technical Appendix of the Traffic Impact Assessment, the data point and equation graphs for the supermarket during the weekday peak hour of adjacent road between 7am to 9am generated a total average rate of 53. When using the peak hour of the generator, the total average rate and total fitted curve are 120 and 169, respectively. The Applicant should provide testimony to the Board on why peak hour of adjacent road is significantly lower than the peak hour of generator. 6. Within the Technical Appendix of the Traffic Impact Assessment, Figure 2B notes an evening peak hour from 5:00 p.m. to 6:00 p.m. Whereas, the Intersection Turning Movement Count notes the evening peak hour at the Main Street/Kling Street intersection from 5:15 p.m. to 6:15 p.m. and at the Main Street/Prospect Place intersection from 5:30 p.m. to 6:30 p.m. It remains for this discrepancy to be resolved. 7. Within the Technical Appendix of the Traffic Impact Assessment, Figure 2C notes a Saturday peak hour from 12:15 p.m. to 1:15 p.m. Whereas, the Intersection Turning Movement Count notes the Saturday peak hour at the Main Street/Erwin Place intersection from 11:30 a.m. to 12:20

tes a Saturday peak hour from 12:15 p.m. to 1:15 p.m. Whereas, the Intersection Turning Movement Count notes the Saturday peak hour at the Main Street/Erwin Place intersection from 11:30 a.m. to 12:20 p.m. It remains for this discrepancy to be resolved. 8. Within the Technical Appendix of the Traffic Impact Assessment, the Intersection Turning Movement Count notes the AM peak hour factor at the Main Street/Kling Street intersection 0.891. Whereas, the Synchro report notes the peak hour factor of the AM conditions 0.93. It remains for this discrepancy to be resolved.