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DPA Response (1/13/2022): The Intersection Volume Development sheets have been added to <br />Appendix D of the report. <br />CGA Response 1/18/22: Satisfied. <br />6. Exhibit 4, for the intersection of 189th Street & Collins Avenue in the PM peak hour, shows 108.6 <br />second delay for the WB (NBL) movement, the Synchro Analysis shows 180.6 seconds. Please revise <br />these to be consistent. <br />DPA Response (1/13/2022): Exhibit 4 of the report has been updated. <br />CGA Response 1/18/22: Satisfied. <br />7. The signal timing in the synchro analysis for the intersection of Collins Avenue & 185th Street does not <br />match the provided signal timing sheet for the PM peak hour. Please revise the synchro analysis to be <br />consistent with the provided signal timing plan. <br />DPA Response (1/13/2022): The signal timing for the Collins Avenue /185th Street intersection have <br />been updated to match the signal timing sheet for the PM peak hour. <br />CGA Response 1/18/22: Satisfied. <br />8. The delay for vehicles exiting the main project driveway and making a left is shown to be over 7,000 <br />seconds in the AM peak hour. Consider restricting this to a right -out only driveway or provide <br />mitigation for the driveway. <br />DPA Response (1/13/2022): The main project driveway was reanalyzed. The intersection was <br />coordinated with the upstream signal in the Synchro analysis. The delay for vehicles exiting and making <br />a left turn during the AM peak hour is now 61.1 seconds. It should be noted that any delay at the <br />driveway will not interfere with the operations of Collins Avenue. <br />CGA Response 1/18/22: Satisfied. (Note: The Left -turn lane has a delay of 98.8 seconds, the overall <br />approach is 61.1 seconds) <br />9. The southbound left queue at the main project driveway (entering vehicles) exceeds the turn -lane <br />length in the PM peak hour. Please provide mitigation to address this deficiency. <br />DPA Response (1/13/2022): The main project driveway was reanalyzed. The intersection was <br />coordinated with the upstream signal in the Synchro analysis. Now, the southbound left queue does <br />not exceed the storage length during the AM and PM peak hours. <br />CGA Response 1/18/22: Satisfied. <br />10. Exhibit 12, the delay for the intersection of 185th Street and Collins Avenue does not match the <br />Synchro analysis in the PM peak hour. Please revise these to be consistent. <br />DPA Response (1/13/2022): Exhibit 12 of the report has been updated. <br />CGA Response 1/18/22: Satisfied. <br />Parking Analysis Comments from Review Letter dated 12/21/22 <br />The following are comments based on the review of the Shared Parking Analysis for the above- <br />mentioned project prepared by David Plumer and Associates and dated 12/3/2021. <br />1. Please include the supporting documentation for the proposed reduction rates used. <br />Response: The revised analysis will provide supporting documents <br />2 <br />81 <br />