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Table 21 <br />Proposed Intersection Lane Configurations <br />Northbound Southbound Eastbound Wesioound <br />L T R L T R L T R L T R <br />Memory Lane <br /># of lanes 2 3 0 1 3` i° 2 1 Z °'b 1 1 1 <br />storage lengths 300 - - 300 - 300 300 - 200 300 - <br />200 <br />Santa Clara Avenue <br /># of lanes <br />1 <br />3 <br />0 <br />1 <br />3 <br />0 <br />0 <br />1 <br />0 <br />0 <br />1 <br />0 <br />storage lengths <br />150 <br />- <br />- <br />150 <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />17th Street <br /># of lanes <br />2 <br />3 <br />lb <br />2 <br />3` <br />lb <br />2 <br />3 <br />Ib <br />2 <br />3 <br />1' <br />storage lengths <br />300 <br />- <br />200 <br />300 <br />- <br />200 <br />300 <br />- <br />200 <br />300 <br />- <br />220 <br />Washington Avenue <br /># of lanes <br />1 <br />3 <br />0 <br />1 <br />3 <br />0° <br />1 <br />1 <br />0 <br />1 <br />1 <br />0 <br />storage lengths <br />200 <br />- <br />- <br />100 <br />- <br />- <br />150 <br />- <br />- <br />150 <br />- <br />- <br />Civic Center Drive <br /># of lanes <br />1 <br />3 <br />0 <br />1 <br />3 <br />0 <br />1 <br />2 <br />0 <br />1 <br />2 <br />1 <br />storage lengths <br />150 <br />- <br />- <br />220 <br />- <br />- <br />150 <br />- <br />- <br />200 <br />- <br />200 <br />5th Street <br /># of lanes 1 3 0 1 3 0 0 1 0 0 1 0 <br />storage lengths 90 - - 100 - - - - <br />Santa Ana Boulevard <br /># of lanes 1 3 0 1 3 0 1 2 0 1 2 0 <br />storage lengths 100 - - 100 - - ]50 - - 150 - 0 <br />L - Left Turn Lane <br />T - Thru Lane <br />R - Right Turn Lane <br />1 - Signal Under Construction <br />2 - Fourth westbound thru lane would lower PM V/C ratio to 0.79 <br />' - Curb lane is right -turn trap lane and second lane is right thru optional lane. <br />n - Right turn overlap. <br />- Fourth thru -lane would reduce V/C ratio as shown in Table 5, page I -18. <br />a - Right -turn lane would reduce anticipated PM peak hour V/C ratio to 0.82. <br />MrM <br />r <br />w <br />