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Table 6 <br /> Existing, 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> lqain Street at St. Iqarys Street <br /> <br /> Existinq Development 12003) & Existinq Roadway Network (1OS & Seconds of DelayI <br /> <br /> Peak Hour Control IntersectionI Eastbound Westbound Northbound Southbound <br /> AH Stop C 17 A 10 A 10 C 24 <br /> PM Peak Hour Stop 35J B 13 41 45 <br /> Miti ion iq res <br /> <br />None currently approved Approved Development (2010) & Approved Roadway Network <br />[ntersection is Exempt from LOS D Control Intemection Eastbound Westbound Northbound Southbound <br />Standard per Downtown Specific Plan AM Peak Hour Stop B 11 B 11 198 <br /> PM Peak Hour Stop C 19 122 <br /> <br /> ADoroved Develooment ¢20101 & Apl)roved Network + 2025 Reoional Traffic <br /> <br /> Control Intersection Eastbound Westbound Northbound Southbo~ <br /> AM Peak Hour Stop B 12 B 11 82 <br /> PM Peak Hour Stop C 16 66 41 <br /> <br /> 32_ <br /> <br /> <br />