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Table 21 (Cunt.) <br />Edinger Avenue <br /># of lanes <br />Northbound <br />Southbound <br />Eastbound <br />Westbound <br />1 2 0 <br />L <br />T R <br />L <br />T R <br />L <br />T R <br />L <br />T R <br />1st Street <br /># of lanes <br />1 3 0 <br />1 3 0 <br />1 <br />1 0 <br /># of lanes <br />2 <br />3 1 <br />2 <br />3 1 <br />2 <br />3 1 <br />2 <br />3' 1 <br />storage lengths <br /># of lanes <br />2 3 0 <br />2 3 0 <br />1 <br />3 0 <br />Bishop Street/ <br />storage lengths <br />300 - - <br />300 - - <br />300 <br />- - <br />300 - - <br />Willits Street <br /># of lanes <br />1 <br />3 0 <br />1 <br />3 0 <br />1 <br />1 0 <br />1 <br />10 <br />storage lengths <br />2?5 <br />- - <br />225 <br />- - <br />160 <br />- - <br />160 <br />- - <br />McFadden Avenue <br /># of lanes <br />1 <br />3 0 <br />1 <br />3 0 <br />1 <br />2 0 <br />1 <br />2 0 <br />storage lengths <br />250 <br />- - <br />250 <br />- - <br />160 <br />- - <br />160 <br />- - <br />Edinger Avenue <br /># of lanes <br />1 3 0 <br />1 3 0 <br />1 <br />2 1 <br />1 2 0 <br />storage lengths <br />300 - - <br />254 - - <br />200 <br />- 200 <br />220 - - <br />Glenwood Placem , <br /># of lanes <br />1 3 0 <br />1 3 0 <br />1 <br />1 0 <br />1 1 0 <br />storage lengths <br />200 - - <br />200 - - <br />100 <br />- - <br />100 - - <br />Warner Avenue <br /># of lanes <br />2 3 0 <br />2 3 0 <br />1 <br />3 0 <br />1 3 0 <br />storage lengths <br />300 - - <br />300 - - <br />300 <br />- - <br />300 - - <br />L - Left Turn Lane <br />T - Thru Lane <br />R - Right Turn Lane <br />1 - Signal Under Construction <br />z - Fourth westbound thm lane would lower PM VJC 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 1 -18. <br />d - Right -turn lane would reduce anticipated PM peak hour VJC ratio to 0.82. <br />fV -69 <br />