Applicant Submittal. October 19, Brady Giddens JAMP Enterprises N. Dallas Parkway, Suite 265 Dallas, TX Dear Mr.

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October 19, 2018 Brady Giddens JAMP Enterprises 14114 N. Dallas Parkway, Suite 265 Dallas, TX 75254 Dear Mr.

1 October 19, 2018 Brady Giddens JAMP Enterprises N. Dallas Parkway, Suite 265 Dallas, TX Dear Mr. Giddens: The 159 th & Metcalf development is in the southeast quadrant of 159 th Street and Metcalf Avenue in Overland Park, KS. The project area, as shown in Figure 1, is bounded by 159 th Street on the north, a line 320 west of Riggs Road on the east, a line 1150 south of 159 th Street on the south, and Metcalf Avenue on the west. The purpose of this traffic memorandum is to compare the PM peak hour trip generation between the current proposed site plan and the previously approved development plan (dated 7/25/16). Scenarios Current Proposed Site Plan (see Figure 1) o Parcel I Assisted Living (100 units) Independent Living [Congregate Care Facility] (200 units) o Parcel II Townhouses [Multifamily Housing (Mid-Rise)] (223 units) Previously Approved Development Plan (see Figure 2) o Home Improvement Superstore Big-Box, Retail (154,440 SF) o Shopping Center Mid-Box A-C, Retail (68,000 SF minus 25,000 SF is 43,000 SF) As shown in Figure 1, 25,000 SF of this Mid-Box was constructed Outlot A, Retail (7,653 SF) Outlot B, Retail (20,598 SF) Outlot C, Retail (37,694 SF) Outlot D, Retail (5,265 SF) Outlot E, Retail (5,800 SF) Outlot F, Retail (5,086 SF) ITE Trip Generation Data Using the 10 th edition of the Trip Generation Manual by the Institute of Transportation Engineers (ITE), trips were generated using both the Fitted Curve Equation and the Average Rate. The method that produced the highest trip ends was used. These trip generation data plots are shown in Appendix A. The PM peak hour trips was based on Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Estimates for the expected trips generated by the two senarios are provided in Table 1. BHC RHODES is a Trademark of Brungardt Honomichl & Company, P.A College Blvd., Suite 400 Overland Park, KS P: (913) F: (913) ibhc.com

3 Figures

4 ti l a t A p p a c il t n m b u S

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6 Appendices

7 Page 1 of 1 10/19/2018 Appendix A - Trip Generation Data Plots Vehicle Trip Generation per Bed Assisted Living (254) Vehicle Trip Ends vs: Beds On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 9 Avg. Num. of Beds: 123 Directional Distribution: 38% entering, 62% exiting Average Rate Range of Rates Standard Deviation Data Plot and Equation X = Number of Beds Study Site Average Rate Fitted Curve Equation: Not Given R²= **** Trip Generation Manual, 10th Edition Institute of Transportation Engineers

8 Page 1 of 1 10/19/2018 Appendix A - Trip Generation Data Plots Congregate Care Facility (253) Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 6 Avg. Num. of Dwelling Units: 131 Directional Distribution: 53% entering, 47% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation Data Plot and Equation X = Number of Dwelling Units Study Site Fitted Curve Average Rate Fitted Curve Equation: T = 0.14(X) R²= 0.94 Trip Generation Manual, 10th Edition Institute of Transportation Engineers

9 Page 1 of 1 10/19/2018 Appendix A - Trip Generation Data Plots Multifamily Housing (Mid-Rise) (221) Vehicle Trip Ends vs: Dwelling Units On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 60 Avg. Num. of Dwelling Units: 208 Directional Distribution: 61% entering, 39% exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation Data Plot and Equation X = Number of Dwelling Units Study Site Fitted Curve Average Rate Fitted Curve Equation: Ln(T) = 0.96 Ln(X) R²= 0.72 Trip Generation Manual, 10th Edition Institute of Transportation Engineers

10 Page 1 of 1 10/19/2018 Appendix A - Trip Generation Data Plots Home Improvement Superstore (862) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 63 Avg Sq. Ft. GFA: 136 Directional Distribution: 49% entering, 51% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation Data Plot and Equation X = 1000 Sq. Ft. GFA Study Site Average Rate Fitted Curve Equation: Not Given R²= **** Trip Generation Manual, 10th Edition Institute of Transportation Engineers

11 Page 1 of 1 10/19/2018 Appendix A - Trip Generation Data Plots Shopping Center (820) Vehicle Trip Ends vs: 1000 Sq. Ft. GLA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 261 Avg Sq. Ft. GLA: 327 Directional Distribution: 48% entering, 52% exiting Vehicle Trip Generation per 1000 Sq. Ft. GLA Average Rate Range of Rates Standard Deviation Data Plot and Equation 8,000 6,000 4,000 2, ,000 1,500 2,000 X = 1000 Sq. Ft. GLA Study Site Fitted Curve Average Rate Fitted Curve Equation: Ln(T) = 0.74 Ln(X) R²= 0.82 Trip Generation Manual, 10th Edition Institute of Transportation Engineers

1. INTRODUCTION 2. PROJECT DESCRIPTION CUBES SELF-STORAGE MILL CREEK TRIP GENERATION COMPARISON

1. INTRODUCTION 2. PROJECT DESCRIPTION CUBES SELF-STORAGE MILL CREEK TRIP GENERATION COMPARISON CUBES SELF-STORAGE MILL CREEK TRIP GENERATION COMPARISON 1. INTRODUCTION This report summarizes traffic impacts of the proposed CUBES Self-Storage Mill Creek project in comparison to the traffic currently