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Table 6 <br /> Existing~ 2010 and 2025 Traffic Volumes with Feasible Mitigations Identified for Selected Intersections <br /> <br /> First Street at Spring/gottinger <br /> <br /> Existinq Development (2003) & Existinq Roadway Network (LOS g Seconds of Delay) <br /> <br /> Peak Hour Control Intersection I Eastbound Westbound Northbound Southbound <br /> AM Signal B 20 ¶ ~ C 28 A 7 C 24 <br /> PM Peak Hour Signal ~ 89 ~ 99 C 29 79 ~ 113 <br /> H'i inH r <br /> <br />None currently approved Approved Development {2010} & Approved Roadway Network <br />Intersection is Exempt from LOS D Hour Control Intersection I Eastbound Westbound Northbound Southbound <br /> <br /> PM Peak Hour Signal 135 86 ~ 204 74 <br /> <br />Proposed Mitigation: Make <br />Spring Street one-way westbound, west of Approved Development i2010i with Proeosed Mitieafions <br /> <br />First Street Hour Control Intersection Eastbound Westbound Northbound Southbound <br /> <br /> s with Downtown Specific Plan) AM Peak Signal 97 A 7 125 <br /> PM Peak Hour Signal 48 87 64 <br /> <br />Proposed Mitigation: Approved Development (2010) with Proposed Mitiqations + 2025 Reqional Traffic <br />Same as Proposed Above Control Intersection Eastbound Westbound Northbound Southbound <br /> h Downtown Specific Plan) AM Peak Hour Signal C 33 62 A 7 37 <br /> PM Peak Hour Signal 172 40 <br /> <br /> 9 <br /> <br /> <br />