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5. Conclusions and Recommendations <br />The traffic impacts of the proposed development were thoroughly studied, and the <br />principal findings are: <br />• The proposed development is expected to generate 1,912 new trips during an <br />average weekday, 140 new trips during the a.m. peak hour, and 186 new trips <br />during the p.m. peak hour. <br />• All study corridors are projected to operate with volumes within their planning <br />level capacity through the 2040 build scenario. <br />• All study intersections except for Highway 10/Riverdale Drive (currently <br />Highway 10/Bowers Drive) are projected to operate with queues and delays <br />within acceptable bounds through the 2040 build scenario. <br />• Highway 10/Riverdale Drive (currently Highway 10/Bowers Drive) experiences <br />larger than preferred queueing with excessive delays in the 2022 and 2040 no - <br />build scenarios. Restriction of this access to a 3/4-access, where the northbound <br />left turning movement from Riverdale Drive to Highway 10 westbound is no <br />longer allowed, reduces the queues and delays to acceptable levels for all <br />analyzed scenarios. <br />• No external bicycle or pedestrian connections are shown in the provided site <br />plan. <br />The following recommendations are made based on the above findings: <br />• The future Highway 10/Riverdale Drive intersection should be constructed to a <br />3/4-access, eliminating the northbound left turning movement. <br />• A trail with a 10-foot minimum cross section should be constructed on the <br />south side of Riverdale Drive connecting to Highway 10/Riverdale Drive and the <br />existing trail on the south side of Highway 10, to the current trail system on the <br />south side of Riverdale Drive to the east of Llama Street. <br />Traffic Impact Study 15 <br />Riverstone South Development <br />'#= Spak <br />