A.M. Peak Hour P.M. Peak Hour Land Use Intensity Daily Total In Out Total In Out. Shopping Center 236,160 SF

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1 April 23, 218 Mr. Michael Berenbom LANE4 Property Group, Inc. 475 Central Street Kansas City, MO RE: Dear Mr. Berenbom, French Market Trip Generation Overland Park, Kansas As requested, Priority Engineers, Inc. has estimated the trip generation for the proposed French Market development located at the northeast corner of the 95 th Street and Metcalf Avenue intersection in Overland Park, Kansas. Also estimated were the trips generated for the existing site with building uses as constructed. This letter will document the calculations and assumptions that were made. The existing site contains a variety of commercial uses which are primarily vacant at this time. Both the Olive Garden and Red Lobster sites are expected to remain. For the existing buildings, square footages were taken from the Commercial Rent Roll provided. The vehicle trips generated were estimated using the Institute of Transportation Engineers Trip Generation Manual, 1 th Edition. The Shopping Center Use (82) was utilized together with High-Turnover (Sit-Down) Restaurant. Table 1 below illustrates the trip generation rates for the existing site if all buildings were occupied. Table 1: Existing Site Trip Generation A.M. Peak Hour P.M. Peak Hour Intensity Daily Total In Out Total In Out Shopping Center 236,16 SF High-Turnover (Sit-Down) Restaurant 33,816 SF Total For the proposed site, similar calculations were performed based upon the site plan provided. The exact uses are not known for most of the buildings and were assumed based on the most likely tenants anticipated. Table 2 below illustrates the estimated trip generation for the proposed site based on these assumptions.

2 Table 2: Proposed Site Trip Generation A.M. Peak Hour P.M. Peak Hour Intensity Daily Total In Out Total In Out Multifamily Housing (Mid-Rise) 134 Units Health/Fitness Club 27,3 SF 14* Shopping Center 69,556 SF Discount Home Furnishing Superstore 18,638 SF Drive-in Bank 3,3 SF Fast Casual Restaurant 4,55 SF High-Turnover (Sit-Down) Restaurant 34,255 SF Coffee/Donut Shop with Drive-Through Window 2,6 SF Super Convenience Market/Gas Station 4,9 SF Total *Daily Volumes were not available in the Trip Generation Manual and the PM Peak Hour was assumed to equal 1% of the Daily Volumes. The Trip Generation values presented in the Trip Generation Manual are collected at single-use sites. However, when a development contains multiple uses, interaction between the different uses must be accounted for. Internal capture rate is defined by in the ITE Trip Generation Handbook, 3rd Edition as a percentage of total person trips generated by a site that are made entirely within the site. Typically, this rate is applied to a new development that contains various uses. The internal capture was estimated utilizing the NCHRP Report 684 methods. These methods are documented and attached to this letter. Table 3 below illustrates the total anticipated external trips generated by the existing site if all buildings were occupied. The reduction represents interaction between the Shopping Center use and the three existing, or former, restaurant uses.

3 Table 3: Existing Trip Generation with Internal Capture Reduction ITE A.M. Peak Hour P.M. Peak Hour Intensity Code Total In Out Total In Out Shopping Center 236,16 SF High-Turnover (Sit-Down) Restaurant 33,816 SF Total Trips Internal Capture Total External Trips

4 Table 4 below illustrates the total number of external trips for the proposed site plan. Table 4: Proposed Site Trip Generation with Internal Capture A.M. Peak Hour P.M. Peak Hour Intensity Daily Total In Out Total In Out Multifamily Housing (Mid-Rise) 134 Units Health/Fitness Club 27,3 SF Shopping Center 69,556 SF Discount Home Furnishing Superstore 18,638 SF Drive-in Bank 3,3 SF Fast Casual Restaurant 4,55 SF High-Turnover (Sit-Down) Restaurant 34,255 SF Coffee/Donut Shop with Drive-Through Window 2,6 SF Super Convenience Market/Gas Station 4,9 SF Total Trips Internal Capture Total External Trips Pass-by trips are made as intermediate stops on the way from an origin to a primary trip destination without a route diversion. For this site, pass-by trips are those drivers who are already traveling north and southbound on Metcalf Avenue or east and westbound on 95 th Street, but will stop at this development. Pass-by trips were estimated for both the existing and proposed uses for this site utilizing Chapter 1 and Appendix E of the ITE Trip Generation Handbook,3 rd Edition. The results of the pass-by reductions for the existing uses are shown in Table 5 below.

5 Table 5: Existing Trip Generation with Pass-By Trip Reduction ITE A.M. Peak Hour P.M. Peak Hour Intensity Code Total In Out Total In Out Shopping Center 236,16 SF High-Turnover (Sit-Down) Restaurant 33,816 SF Total External Trips Pass-By Total New Trips The results of the pass-by reductions for the proposed uses are shown in Table 7 below.

6 Table 6: Proposed Site Trip Generation with Pass-By Trip Reduction A.M. Peak Hour P.M. Peak Hour Intensity Daily Total In Out Total In Out Multifamily Housing (Mid-Rise) 134 Units Health/Fitness Club 27,3 SF Shopping Center 69,556 SF Discount Home Furnishing Superstore 18,638 SF Drive-in Bank 3,3 SF Fast Casual Restaurant 4,55 SF High-Turnover (Sit-Down) Restaurant 34,255 SF Coffee/Donut Shop with Drive-Through Window 2,6 SF Super Convenience Market/Gas Station 4,9 SF Total External Trips Pass-By Total New Trips Table 7 summarizes the comparison between the existing and proposed trip generation rates for the site. These rates represent the total new trips being generated be the existing and proposed uses. Table 7: Trip Generation Comparison Existing Uses Proposed Uses AM Peak PM Peak In summary, the proposed site is expected to generate significantly more traffic during the AM Peak Hour than the previous uses, with a modest increase of 98 vehicles, or approximately 11% during the PM Peak Hour.

7 Please let me know if you have any questions or require additional information. I can be reached at (816) Sincerely, PRIORITY ENGINEERS, INC. Kristin L. Skinner, P.E., PTOE

8 Project Name: Project Location: Scenario Description: Analysis Year: Analysis Period: NCHRP 684 Internal Trip Capture Estimation Tool French Market Organization: 95th & Metcalf Performed By: Existing AM Date: Checked By: AM Street Peak Hour Date: Priority Engineers, Inc. kls 4/19/218 jjs 4/19/218 Table 1-A: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Development Data (For Information Only ) Estimated Vehicle-Trips 3 ITE LUCs 1 Quantity Units Total Entering Exiting Office Retail ,16 SF Restaurant ,816 SF Cinema/Entertainment Residential Hotel All Other s Entering Trips Exiting Trips Veh. Occ. 4 % Transit % Non-Motorized Veh. Occ. 4 % Transit % Non-Motorized Office Retail Restaurant Cinema/Entertainment Residential Hotel All Other s Office Retail Restaurant Cinema/Entertainment Residential Hotel Table 2-A: Mode Split and Vehicle Occupancy Estimates Table 3-A: Average Interchange Distances (Feet Walking Distance) Table 4-A: Internal Person-Trip Origin-Destination Matrix* Office Retail 13 Restaurant 13 Cinema/Entertainment Residential Hotel Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Total Entering Exiting Entering Trips Exiting Trips All Person-Trips Office N/A N/A Internal Capture Percentage 9% 7% 1% Retail 8% 13% Restaurant 7% 9% External Vehicle-Trips Cinema/Entertainment N/A N/A External Transit-Trips 6 Residential N/A N/A External Non-Motorized Trips 6 Hotel N/A N/A 1 Codes (LUCs) from Trip Generation Manual, published by the Institute of Transportation Engineers. 2 Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 3 Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ). 4 Enter vehicle occupancy assumed in Table 1-A vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be made to Tables 5-A, 9-A (O and D). Enter transit, non-motorized percentages that will result with proposed mixed-use project complete. 5 Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A. 6 Person-Trips *Indicates computation that has been rounded to the nearest whole number. Estimation Tool Developed by the Texas A&M Transportation Institute - Version 213.1

9 Project Name: Analysis Period: French Market AM Street Peak Hour Table 7-A: Conversion of Vehicle-Trip Ends to Person-Trip Ends Table 7-A (D): Entering Trips Table 7-A (O): Exiting Trips Veh. Occ. Vehicle-Trips Person-Trips* Veh. Occ. Vehicle-Trips Person-Trips* Office Retail Restaurant Cinema/Entertainment Residential Hotel Table 8-A (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) Office Retail Restaurant Cinema/Entertainment Residential Hotel Table 8-A (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Office Retail 93 Restaurant 13 Cinema/Entertainment Residential Hotel 7 11 Table 9-A (D): Internal and External Trips Summary (Entering Trips) Destination Person-Trip Estimates External Trips by Mode* Internal External Total Vehicles 1 Transit 2 Non-Motorized 2 Office Retail Restaurant Cinema/Entertainment Residential Hotel All Other s 3 Table 9-A (O): Internal and External Trips Summary (Exiting Trips) Origin Person-Trip Estimates External Trips by Mode* Internal External Total Vehicles 1 Transit 2 Non-Motorized 2 Office Retail Restaurant Cinema/Entertainment Residential Hotel All Other s 3 1 Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-A 2 Person-Trips 3 Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator *Indicates computation that has been rounded to the nearest whole number.

10 Project Name: Project Location: Scenario Description: Analysis Year: Analysis Period: NCHRP 684 Internal Trip Capture Estimation Tool French Market Organization: Priority Engineers, Inc. 95th & Metcalf Performed By: kls Existing PM Date: 4/19/218 Full Build Checked By: jjs PM Street Peak Hour Date: 4/19/218 Table 1-P: Base Vehicle-Trip Generation Estimates (Single-Use Site Estimate) Development Data (For Information Only ) Estimated Vehicle-Trips 3 ITE LUCs 1 Quantity Units Total Entering Exiting Office Retail ,16 SF 1, Restaurant ,816 SF Cinema/Entertainment Residential Hotel All Other s 2 1, Office Retail Restaurant Cinema/Entertainment Residential Hotel All Other s 2 Office Retail Restaurant Cinema/Entertainment Residential Hotel Table 2-P: Mode Split and Vehicle Occupancy Estimates Entering Trips Exiting Trips Veh. Occ. 4 % Transit % Non-Motorized Veh. Occ. 4 % Transit % Non-Motorized Table 3-P: Average Interchange Distances (Feet Walking Distance) Table 4-P: Internal Person-Trip Origin-Destination Matrix* Office Retail 59 Restaurant 51 Cinema/Entertainment Residential Hotel Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Total Entering Exiting Entering Trips Exiting Trips All Person-Trips 1, Office N/A N/A Internal Capture Percentage 16% 16% 17% Retail 1% 11% Restaurant 29% 41% External Vehicle-Trips 5 1, Cinema/Entertainment N/A N/A External Transit-Trips 6 Residential N/A N/A External Non-Motorized Trips 6 Hotel N/A N/A 1 Codes (LUCs) from Trip Generation Manual, published by the Institute of Transportation Engineers. 2 Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator. 3 Enter trips assuming no transit or non-motorized trips (as assumed in ITE Trip Generation Manual ). 4 Enter vehicle occupancy assumed in Table 1-P vehicle trips. If vehicle occupancy changes for proposed mixed-use project, manual adjustments must be 5 Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P. 6 Person-Trips *Indicates computation that has been rounded to the nearest whole number. Estimation Tool Developed by the Texas A&M Transportation Institute - Version 213.1

11 Project Name: Analysis Period: French Market PM Street Peak Hour Table 7-P: Conversion of Vehicle-Trip Ends to Person-Trip Ends Table 7-P (D): Entering Trips Table 7-P (O): Exiting Trips Veh. Occ. Vehicle-Trips Person-Trips* Veh. Occ. Vehicle-Trips Person-Trips* Office Retail Restaurant Cinema/Entertainment Residential Hotel Table 8-P (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) Office Retail Restaurant Cinema/Entertainment Residential Hotel Office 39 4 Retail 59 Restaurant 246 Cinema/Entertainment 2 6 Residential Hotel 1 1 Table 9-P (D): Internal and External Trips Summary (Entering Trips) Destination Internal External Total Vehicles 1 Transit 2 Non-Motorized 2 Office Retail Restaurant Cinema/Entertainment Residential Hotel All Other s 3 Origin Table 8-P (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Person-Trip Estimates Table 9-P (O): Internal and External Trips Summary (Exiting Trips) Person-Trip Estimates External Trips by Mode* External Trips by Mode* Internal External Total Vehicles 1 Transit 2 Non-Motorized 2 Office Retail Restaurant Cinema/Entertainment Residential Hotel All Other s 3 1 Vehicle-trips computed using the mode split and vehicle occupancy values provided in Table 2-P 2 Person-Trips 3 Total estimate for all other land uses at mixed-use development site is not subject to internal trip capture computations in this estimator *Indicates computation that has been rounded to the nearest whole number.