Table 1: Existing Trip Generation A.M. Peak Hour P.M. Peak Hour Land Use ITE Code Intensity Daily Total In Out Total In Out

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1 October 24, 218 Mr. Justin D. Bridges, AIA, LEED AP Davidson A+E 431 Indian Creek Parkway Overland Park, KS 6627 RE: Dear Mr. Bridges, Trip Generation Overland Park, Kansas As requested, Priority Engineers, Inc. has estimated the trip generation for the proposed 95Metcalf South development located at southeast 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 prior to demolition. This letter will document the calculations and assumptions that were made. The existing site, prior to demolition, contained a variety of commercial uses. The Sears store is not part of the property and was therefore not included in the trip generation estimate. 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, 1 th Edition. The Shopping Center Use (82) was utilized. The shopping center use is described as an integrated group of commercial establishments that are owned and managed as a unit. A shopping center may contain non-merchandising facilities such as office buildings, movie theaters, restaurants, post offices, banks, health clubs and recreational facilities. Table 1 below illustrates the trip generation rates for the existing site if all buildings were occupied. Table 1: Existing Trip Generation A.M. Peak Hour P.M. Peak Hour ITE Code Intensity Daily Total In Out Total In Out Shopping Center ,699 SF 2, , ,61 For the proposed site, similar calculations were performed based upon the site plan provided. The portion of the property located south of 95 th Street will include retail, restaurant, and residential uses. Table 2 below illustrates the estimated trip generation for the proposed site.

2 Table 2: Proposed Trip Generation A.M. Peak Hour P.M. Peak Hour Intensity Daily Total In Out Total In Out Shopping Center 33,54 SF Home Improvement Superstore (Lowe's) 165, SF Fast-Food with Drive-Through Window 11,65 SF Fast-Food with Drive-Through Window and No Indoor Seating (Andy's) 1,998 SF 918 * * * High-Turnover (Sit-Down) 11,9 SF Multifamily Housing (Mid-Rise) 369 Units Total 17, *This use represents Andy s Frozen Custard, which does not open until 11: AM. 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 proposed site. The reduction represents interaction between the retail, restaurant, and residential uses.

3 Project Location: Scenario Description: Analysis Year: NCHRP 684 Internal Trip Capture Estimation Tool Organization: 95th Street & Metcalf Performed By: AM Peak Hour Date: 218 Checked By: AM Street Peak Hour Date: Priority Engineers, Inc. kskinner 1/24/218 jskinner 1/24/218 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 82, ,54 SF , 934, ,548 SF Units All Other s 2 1, All Other s 2 Table 2-A: Mode Split and Vehicle Occupancy Estimates Entering Trips Exiting Trips Veh. Occ. 4 % Transit % Non-Motorized Veh. Occ. 4 % Transit % Non-Motorized Table 3-A: Average Interchange Distances (Feet Walking Distance) Table 4-A: Internal Person-Trip Origin-Destination Matrix* Table 5-A: Computations Summary Table 6-A: Internal Trip Capture Percentages by Total Entering Exiting Entering Trips Exiting Trips All Person-Trips 1, N/A N/A Internal Capture Percentage 1% 1% 11% 8% 14% 12% 5% External Vehicle-Trips N/A N/A External Transit-Trips 6 9% 21% External Non-Motorized Trips 6 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 Estimation Tool Developed by the Texas A&M Transportation Institute - Version 213.1

4 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* Table 8-A (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) Table 8-A (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Table 9-A (D): Internal and External Trips Summary (Entering Trips) Destination All Other s 3 Table 9-A (O): Internal and External Trips Summary (Exiting Trips) Origin 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

5 Project Location: Scenario Description: Analysis Year: NCHRP 684 Internal Trip Capture Estimation Tool Organization: Priority Engineers, Inc. 95th Street & Metcalf Performed By: kskinner PM Peak Hour Date: 1/24/ Checked By: jskinner PM Street Peak Hour Date: 1/24/218 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 82, ,54 SF , 934, ,548 SF Units All Other s 2 1, All Other s 2 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* Table 5-P: Computations Summary Table 6-P: Internal Trip Capture Percentages by Total Entering Exiting Entering Trips Exiting Trips All Person-Trips 1, N/A N/A Internal Capture Percentage 44% 42% 46% 45% 43% 33% 47% External Vehicle-Trips N/A N/A External Transit-Trips 6 63% 62% External Non-Motorized Trips 6 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 Estimation Tool Developed by the Texas A&M Transportation Institute - Version 213.1

6 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* Table 8-P (O): Internal Person-Trip Origin-Destination Matrix (Computed at Origin) Table 8-P (D): Internal Person-Trip Origin-Destination Matrix (Computed at Destination) Table 9-P (D): Internal and External Trips Summary (Entering Trips) Destination All Other s 3 Table 9-P (O): Internal and External Trips Summary (Exiting Trips) Origin 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