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4742 North 24th Street Suite 270 Phoenix Arizona 85016 Main: 877 627 3772 Technical Memorandum To: Jeff Woudenberg Woudenberg Properties 17200 North Perimeter Drive, Suite 102 Scottsdale, AZ 85255 From: Joon Dokgo, P.E. Tyler Gafke, Date: November 7, 2025 Subject: Reems and Myrtle Industrial Maricopa County, Arizona Project No.: 2683.01 Introduction Colliers Engineering & Design, Inc. has prepared a Traffic Site Assessment for the proposed Reems and Myrtle Industrial development located on the northwest corner of Reems Road and Myrtle Avenue, in Maricopa County, Arizona. The project is set to feature two (2) industrial warehouse buildings totaling 26,056 square feet. See Figure 1 and Figure 2 for the vicinity map and site plan, respectively. The proposed development will have a total of two (2) access points along Reems Road. Reems Road and Driveway A (1) will form a four-leg intersection with a two-way stop control on the eastbound and westbound approaches. Driveway A will align with the existing driveway on the east side of Reems Road approximately 500 feet north of Myrtle Avenue. Driveway A will provide full access for all movements into and out of the site. Reems Road and Driveway B (2) will form a T-intersection with a one-way stop control on the eastbound approach. Driveway B, located approximately 325 feet north of Myrtle Avenue, provides full access for all movements into and out of the site. See Figure 2 in Appendix A for the proposed site plan. The objective of this Traffic Site Assessment is to assess the traffic impacts of the proposed development on the adjacent roadway network. Alan Heathcoat P.E. Principal Engineer Glendale Transportation 12/03/2025 11:18:40 AM APPROVED N.T.S Figure 1 Vicinity Map Maricopa County, Arizona Reems and Myrtle Industrial Project No. 2683.01 SITE Reems Road Northen Avenue Northern Parkway Sarival Avenue Glendale Avenue Myrtle Avenue N.T.S Reems and Myrtle Industrial Figure 2 Project No. 2683.01 Site Plan Maricopa County, Arizona 2 1 Driveway A Hilton Avenue 19th Street 22nd Street Driveway B Project No. 2683.01 November 7, 2025 Existing Roadway Conditions Roadways Reems Road is a north-south oriented roadway that provides two (2) lanes in the northbound direction and one (1) lane in the southbound direction. There is a posted speed limit of 45 miles per hour (mph). Trip Generation Trip generation estimates utilized in this report were made utilizing date published in the Institute of Transportation Engineer’ (ITS) publication Trip Generation Manual, 12th Edition. This publication sets forth trip generation rates based on traffic counts conducted at research sites throughout the country. Proposed Development Trip generation for the proposed development was calculated using Land Use Code 140 – Manufacturing. The trip generation for the proposed development is summarized in Table 1. See Appendix A for detailed trip generation calculations. Table 1 - Trip Generation - Proposed Development The proposed development is expected to generate 111 weekday daily trips, including 13 trips during the AM peak hour and 16 trips during the PM peak hour. Weekday Total Total In Out Total In Out LUC 140 - Manufacturing 26.1 1000 SF GFA 111 13 10 3 16 5 11 PM Peak Hour Land Use Quantity Units AM Peak Hour Project No. 2683.01 November 7, 2025 Summary and Conclusion This Traffic Site Assessment evaluated the proposed Reems and Mrytle industrial development located within Maricopa County, Arizona. The findings of the Traffic Site Assessment are summarized as follows: 1. The Applicant proposes to develop two (2) warehouse buildings totaling 26,056 square feet. 2. Access to the site is proposed via two (2) access points along Reems Road. 3. The proposed development is anticipated to generate 111 weekday daily trips, including 13 trips during the AM peak hour and 16 trips during the PM peak hour. 4. Southbound right-turn lanes at the site driveways along Reems Road will be required if truck traffic is anticipated. Once the end user is identified, the need for right-turn deceleration lanes will be reevaluated. 5. Based on the analysis of the site there will be no impact on the adjacent streets. Sincerely, Colliers Engineering & Design, Inc. Joon Dokgo, PE; Project Manager Tyler Gafke; Assistant Project Manager 11/07/25 Project No. 2683.01 November 7, 2025 Technical Memorandum Appendix A | Trip Generation Rate % In % Out Rate % In % Out Rate % In % Out Total In Out Total In Out Total In Out LUC 140 - Manufacturing 26.06 1000 SF GFA 4.27 50% 50% 0.51 75% 25% 0.63 29% 71% 111 55 56 13 10 3 16 5 11 LUC 140 - Manufacturing 26.06 1000 SF GFA Ln(T)=0.68Ln(X)+2.81 50% 50% N/A N/A N/A N/A N/A N/A 152 76 76 N/A N/A N/A N/A N/A N/A 3.20 1.27 1.01 53 34 42 208 109 144 0.68 N/A N/A Land Use Qty Unit Weekday AM Peak Hour R2 Number of Studies Standard Deviation Average Size PM Peak Hour Weekday AM Peak Hour PM Peak Hour LUC 140 - Manufacturing