Executive Traffic Summary
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— R= bd 79 SOUTHWEST TRAFFIC ENGINEERING, LLC 19 May 2022 Approved us Joseline Castaneda By Alan Heathcoat 05/25/2022 8:24:26 AM anner City of Glendale 5850 West Glendale Avenue Glendale, Arizona 85301 SUBJECT: GLENDALE 75 CIRCLE K 75% AVENUE/GLENDALE AVENUE TRAFFIC IMPACT STATEMENT SUMMARY Hello Ms. Castaneda: Please find attached a brief summary of the approved Glendale 75 Circle K Traffic Impact Statement (TIS) dated 2 September 2021 and completed by Southwest Traffic Engineering, LLC (SWTE). Circle K has proposed a new project located on the southeast corner of 75th Avenue/Glendale Avenue in Glendale, Arizona. The project will consist of a new 14 fueling station gas station with a convenience store that will replace an existing 12 fueling station gas station with a convenience store. Access Four driveways currently serve the existing Circle K on the southeast corner of 75" Avenue/Glendale Avenue. Two of these driveways will be relocated to serve the new Circle K and the adjacent proposed shopping center, while the two remaining driveways will be removed. The adjacent shopping center will also be served by two additional driveways that will be accessible from the project site. The two driveways closest to the intersection of 75" Avenue/Glendale Avenue will both be right in/right out only while the remaining two driveways will provide full access to the site. Traffic Volumes Daily traffic volumes were not required by the City of Glendale to be taken for the analysis set forth in the TIS. Weekday AM/PM turning movement counts can be found in the TIS. As noted, the project will be replacing an existing 12 fueling station gas station with convenience store. Table 1 compares the trip generation for the proposed convenience store/gas station to the existing convenience store/gas station. 3838 North Centrat Avenue Ste 1810 Phoenix, Arizona 85012 p 602.266.SWTE (7983) f 602.266.1115 www.swte.us Joseline Castaneda 19 May 22 Page 2 of 2 Table 1 — Estimated Site Trip Generation Difference 14 Fueling Station 12 Fueling Station i Super Convenience Super Convenience is ine heatee Warerees Station Rael Station | [upeerenee (LUC 960) (LUC 960) Average Daily, Inbound (vtpd) 1,614 1,383 231 Average Daily, Outbound (vtpd) 1,614 1,383 231 Total Week day Daily! 3,228 2,766 462 AM Peak Hour, Inbound (vtph) 197 169 28 AM Peak Hour, Outbound (vtph) 197 169 28 Total AM Peak 394 338 56 PM Peak Hour, Inbound (vtph) 161 138 23 PM Peak Hour, Outbound (vtph) 161 138 23 Total PM Peak 322 276 46 vtpd - vehicle trips per day, vtph - vehicle trips per hour Recommendations The warranted eastbound right turn lane at West Glendale Access should be constructed and maximized to fit within the available geometry. The improvements to the project access points (i.e. removal and relocation) are expected to reduce the overall impact of the project site on the surrounding roadway system. Currently, there are four driveways to the site that are closely spaced and located adjacent to the intersection of 75" Avenue/Glendale Avenue. Closely spaced driveways and driveways located near signalized intersections like 75" Avenue/Glendale Avenue are not ideal and can increase the potential for vehicle conflicts. The removal of two of the existing access points to the project site and the relocation of the two remaining driveways away from 75" Avenue/Glendale Avenue is expected to reduce the number of potential conflicts points, and improve traffic operations, in the area, and clarify the intentions of turning vehicles into and out of the site. If you have any further questions, feel free to contact me at 602.266.SWTE (7983). Respectfully lof Andrew Smigielski, PE, PTOE, PTP Southwest Traffic Engineering, LLC Principal of the Firm ce: Jill Kaiser, Land Development Consultants (by email)