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�1arc Culver Cin� of Roseville Proposed Development March 26, 2014 Page 7 To account for traffic impacts associated with the proposed development, trip generation estimates for the a.m. and p.m. peak hours and a daily basis were developed. These trip generation estimates, shown in Table 3, were developed using the TTE Trzp Generation Manual, Ninth Edition. It should be noted that to provide a conservative estimate no modal reductions were applied. Table 3. Trip Generation Estimates Land Use Type (ITE Code) Single-Family Housing (210) Residential Townhomes (230) A.M. Peak P.M. Peak Size Hour Trips Hour Trips Daily In Out In Out Trips 10 Dwelling Units 2 16 Dwelling Units 1 New System Trips 3 �6 6 12 12 �3 93 7 188 Results of the trip generation estimates indicate that the pYOposed residential development will geneYate appYO�mately 15 a.m. peak houY, 19 p.m. peak hour and 188 daily trips. These trips weYe distributed throughout the area based on the directional distribution shown in Figure 4. This distribution was developed based on e�sting area travel patterns and engineering judgment The resultant year 2016 peak hour traffic forecasts, which take into account the background growth and traffic generated by the proposed residential development, are shown in Figure 5 Year 2016 Conditions Intersection CapacityAnalysis To determine if the e�sting roadway network can accommodate the year 2016 traffic forecasts, a detailed intersection capacity analysis was completed. The study inteYSections and proposed access locations were once again analyzed using Synchro/SimTraffic software and the HCM. Results of the year 2016 inteYSection capacity analysis shown in Table 4 indicate that the study intersections are expected to continue to operate at an acceptable oveYall LOS A during the a.m. and p.m. peak hours. Side-street delays are also expected to operate acceptably. It should be noted that southbound queues from the TH 36 North Ramps/Da1e Street intersection are expected to continue to occasionally extend to Cope Avenue during the a.m. and p.m. peak hours. However, since side- street traffic volumes along Cope Avenue are relatively low, no operational issues are expected.