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9:00 P.M. on any weekend or legal holiday.” A noise variance will be applied for from the City Council before working outside of these hours, if necessary. Operational Noise The Roseville Code of Ordinances regulate mechanical noise associated with building operation. The occupancy of the proposed project would comply with these requirements. Building design will incorporate noise reduction technologies in interior spaces as a result of existing local traffic. Noise Sensitive Areas The site includes residential (Noise Area Classification (NAC) 1), Retail (NAC 2). The lowest activity criteria level is the residential. Outdoor spaces are proposed within the residential portion of the site.Roadway noise is anticipated to be the primary source of noise in the project vicinity. The site plan has been designed so the residential buildings are a few hundred feet from the nearest roadway which also provides a buffer between the residential areas and the surrounding roadways. Building materials and other strategies will be utilized during the design and construction of the residential buildings to minimize noise for the tenants in those buildings. 18. Transportation a. Describe traffic-related aspects of project construction and operation. Include 1) existing and proposed additional parking spaces; 2) estimated total average daily traffic generated; 3) estimated maximum peak hour traffic generated and time of occurrence; 4) source of trip generation rates used in the estimates; and 5) availability of transit and/or other alternative transportation modes. Parking There are approximately 344 parking stalls on the existing site. Those existing stalls will be replaced with 1,012 new parking stalls that are planned to be provided with the proposed development, for a net increase of 681 stalls. A parking study will be completed to demonstrate that the amount of parking provided between the two developments will meet city requirements. Traffic Generation The trip generation for the proposed development was calculated using information within the Institute of Transportation Engineers (ITE) Trip Generation Manual, Tenth Edition. Standard ITE trip rates were used to develop the gross new trips generated by the project. Reductions were then applied to the trips generated to account for internal capture and pass-by trips. The development site is expected to generate an estimated 290 (140 in and 150 out) driveway trips during the AM peak hour and an estimated 405 (185 in and 140 out) driveway Twin Lakes Station 19 March 2020