Independence Drive, Constitution Drive to Chrysler Drive Sample Clauses

Independence Drive, Constitution Drive to Chrysler Drive. 2. Chrysler Drive, Independence Drive to State Route 84 (SR-84)–Bayfront Expressway This analysis will also collect new traffic volumes at those locations. Traffic volumes will be adjusted to current non-pandemic traffic conditions. Level of Service Intersection and roadway segment LOS analyses will be prepared for the weekday daily, a.m. and p.m. peak hours at the study area locations listed above for the following analysis scenarios:  Existing condition  Near-Term base traffic condition  Near-Term plus project traffic condition  Cumulative (including all future potential development by year 2040)  Cumulative plus project The LOS analyses will be prepared consistent with the required analysis methodology of the City which is the Highway Capacity Manual (HCM) methodology using VISTRO traffic analysis software, which is currently being used on other projects under review by the City’s Transportation Division. Project trip generation estimates will be based on trip rates in Trip Generation, 10th Edition. The Project’s trip generation, distribution, and assignment will be approved by the City prior to completion of the traffic analysis. For the near-term and cumulative conditions, cumulative projects’ traffic volumes will be based on the City’s volumes in their VISTRO files. Xxxxx will also request approved and pending project lists (and traffic volumes and/or studies) from the City of Redwood City, the City of East Palo Alto, and the Town of Xxxxxxxx. This scope and budget includes the manual trip assignment of up to 10 approved and pending projects. Xxxxx will revise the near‐term and cumulative VISTRO files as needed. Transit, Pedestrian and Bicycle Facilities, and Project Access Xxxxx will also qualitatively analyze the transit, pedestrian, and bicycle facilities that serve the Project site. Project access and on-site circulation will be based on the City’s Standard Plans/Drawings for access and on- site circulation design requirements. Vehicular queuing at the Project’s driveway will be analyzed for adequacy based on the 95th percentile (design) queues. For any significant Project traffic impacts found, Xxxxx will determine appropriate and feasible mitigation measures to offset significant Project impacts. TIA Document The methodologies, assumptions, analyses, findings, and mitigation measures (if any) will be summarized in a TIA report. All necessary tables, figures, and appendices will be provided in the TIA. A Draft TIA will be submitted to the C...
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