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Bristol Speedwash, hie. January 29, 2015 Page 8 For retail space, the ULI retail use profiles are applied directly to the City's retail parking ratio of 5 spaces per 1,000 SF. Peale demand for retail uses occurs between 1:00 PM -2:00 PM on weekdays, and 2 :00 PM -4:00 PM on weekends. For this analysis, the restaurant use profile for a fine /casual dining restaurant was utilized. Like the retail profiles, the restaurant profiles are derived exactly from the ULI baseline. The restaurant- parking ratio utilized in this analysis exactly matches the City code of 10 spaces per 1,000 SF. According to the Shared Parking publication, casual /fining dining restaurant uses are shown to experience ,peals demand between 7:00 PM and 10:00 PM on weekdays, and 8:00 PM and 9:00 PM on weekends. For office uses, the parking profile in the ULI publication was used and applied to the City's Parking Code ratio of 3 spaces 1000 SF of floor are to forecast its demand. Peak demand for office occurs between 10:00 AM -11:00 AM and 2 :00 PM -3:00 PM on weekdays, and 11:00 AM -12:00 PM on weekends. Tabie 4 summarizes the mode choice adjustments used in the shared parking analysis for the Project. For this analysis, a 10% conservative panting reduction was utilized to account for alternative modes of travel (i.e. transit, bicycle, pedestrian traffic) given the site's central location and direct,aceess to public transit along Bristol Street, This analysis assumes that 10% of the patrons and employees of the retail and restaurant uses will utilize other modes oftravel (i.e. walk/bike /transit). Treble S summarizes the internal capture adjustments used in the shared parking analysis for the Project. As shown, a 10% internal capture (parking reduction) was applied to the retail and restaurant components of the Project to account for the mixed -use nature of the Project which allows the opportunity for car wash customers / cmployees to patronize the retail/restaurant uses without having to utilize their vehicle. Appendix D contains the shared parking input and output data, and associated bar charts for the Project. Shared Parking Assessment and Conclusions A summary of the peak month peals hour parking demand for the Project, as well as the parking rates, mode adjustments and non - captive ratios utilized in this shared parking analysis are sur unarized in Treble 6 using the ULI Sharer? Park ng Model. ULI has developed their own parking rates based on empirical data from many different land uses. However, LLG modified the rates within the ULI model to reflect applicable City of Santa Aoa parking ratios. 31 C -33