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c) Drainage Plans <br />Existing storm drain pipes, inlets, culverts, and drainage ditches will be shown on the drainage <br />plans. Drainage systems will be numbered, with letters assigned to individual drainage items. <br />Preliminary drainage system modifications and profiles will be prepared on separate sheets. <br />d) Siening and Pavement Delineation <br />This task will include performing a field review of the project site and preparing an existing sign <br />inventory. Using the obtained information conceptual level signing and striping plans will be <br />prepared that appropriately inform northbound motorists in the double left turn lane onto <br />Beatrice and the I-880 southbound on ramps which lane they should use to make their maneuver. <br />It is assumed that special pavement markings and legends as well as overhead signs will be <br />needed, along with advance guide signs on Washington Avenue between Lewelling and Beatrice. <br />Likewise, guide signs will be required to advise southbound motorists how to get to I-880 <br />southbound and to westbound Beatrice. These may also need to be overhead signs. Motorists <br />using the I-880 southbound ramps (also includes I-238 southbound access) will need to use the <br />loop ramp from the southbound right turn lane. Motorists desiring to use westbound Beatrice <br />will need to continue to Beatrice and then turn right. Pavement legends may be needed to <br />supplement the guide signs. <br />e) Traffic Signal Modifications <br />Preliminary plans for traffic signal and interconnect construction will be prepared in <br />conformance with Caltrans standards. The plans will show existing and proposed traffic signal <br />system layout. The preliminary plans will not have conductor nor equipment schedules. <br />A signal timing report will also be prepared under this task. TJKM shall conduct new, <br />directional, 15-minute interval machine counts for one week on Washington Avenue south of <br />Beatrice outside of summer months (June through August) and away from holidays. Manual <br />counts shall also be conducted at five intersections: Washington and Springlake, Washington and <br />I-880 NB Off, Washington and Beatrice, Washington and Fargo/ Greeenhouse, and Washington <br />and Lewelling on Tuesdays, Wednesday or Thursday at the same time the machine counts are <br />being made. Weekend manual counts will also be made while the machine counters are in place, <br />on Saturday from 11 a.m. through 4 p.m., and on Sunday between 11 a.m. and 3 p.m. These <br />counts shall be used to update the existing Synchro model that TJKM prepared for the City of <br />San Leandro in the 2003 TETAP project far coordination of signals along Washington Avenue. <br />Floating car runs shall also be conducted, six runs in each direction, during the a.m., midday, <br />p.m. weekday peak periods, and also during the weekend peak periods. <br />Coordination analysis will be completed using the new counts, and coordination timing plans <br />shall be prepared for City of San Leandro and Caltrans review. Once the coordination plans are <br />approved, TJKM shall assist the City of San Leandro traffic operations staff and Caltrans traffic <br />signal operations staff in the input and fine tuning of the signal coordination timings. TJKM <br />shall also review all local, isolated signal timing settings, and will advise both the City of San <br />Leandro and Caltrans with respect to recommended changes in green time settings, pedestrian <br />settings, clearance intervals and detector settings. All information used to develop the <br />recommended signal timings shall be summarized in a report that includes the recommendations. <br />All computer files used for signal timing analysis shall be made available electronically to the <br />City of San Leandro and Caltrans. The signal timing plans shall be input and ready for <br />activation prior to final approval of the project. <br />f) Lighting Plans <br />ACTIA 11: I-880/Washington Avenue Interchange Improvements June 2005 <br />COSL Project No. 144-39-007 Page 18 of 35 <br />