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Mitigation Monitoring and Reporting Program J. Transpottation <br />Page 47 <br />TRANSPORTATION <br />Mifigatioo Measure: J26. Improve the I-6S0 southbound offramp when traffic volume on <br />the ramp exceeds 1,440 vehicles per lane per hour or operation <br />of the 1-680/Bernal Aveuue intersection reaches LOS E, subject <br />to a reimbursement agreement with the City of Pleasanton; if <br />the CiTy has sufficient funds available when the improvement is <br />needed, then the project sponsor may fund only the project's <br />fair share of the improvement. <br />Impact to he Mitigated: Project traffic would contribute to traffic volumes at the ]-680 NB onramp <br />and SB offramp, contributing to unacceptable ramp service levels during <br />the AM and PM peak hours. <br />AgencyQndividual <br />Responsible for <br />Implementation: Site developer and City of Pleasanton, Public Works Department <br />Implemenmtioo Timing: Monitoring to begin upon completion of first building. <br />Improvement [o be undertaken when traffic volumes exceed 1,440 <br />vehicles per lane per hour. <br />Mitigation Specifications: Three alternative ramp improvements [ha[ could be implemented to miti- <br />gate project traffic were presented in the DEIR (Figure 27, p. 199). This <br />MMRP anticipates that Alternative 3 will be implemented. Mitigation <br />specifications describing the lane geometry of the improved interchange <br />could be modified (eg., to select one of the other alternatives or a new <br />alternative) without affecting the sequence of actions for mitigation <br />described below. <br />The ramp improvement project [o be selected for Measure J26 is subject <br />to Caltrans review and approval, including additional CEQA review as <br />part of a PSR process. <br />Physical Characteristics of Alternative 3 <br />Alternative 3 is a partial cloverleaf design, including a new southbound <br />offramp from I-680 intersecting Bernal Avenue a[ a signalized <br />intersection. The offramp would provide for three left-mrn lanes for <br />eastbound Bernal Avenue traffic and one right-turn lane for westbound <br />Bernal traffic. A southbound loop onramp to I-680 would be provided for <br />westbound Bernal Avenue. The existing direct onramp for eastbound <br />Bernal Avenue traffic taming right onto the freeway would be maintained. <br />