CME Associates Review 3

ee —— <= _——s aue Consulting & Municipal ASSOCIATES ENGINEERS Chairman and Members of the West Orange Township Planning Board August 28, 2024 Re: 410 Main St. Holdings, LLC (PB 24-06) Our File No. VWRP0113.01 Preliminary & Final Site Plan with “C” Variances - Review #3 Page 4 7. The Applicant should address the Board regarding how deliveries will be handled to the site. 8. It remains for details of the proposed one-way and left turn only signs to be added to the plans. 9. It states in the Solid Waste Management Plan that the trash and recyclables will be collected in the trash room and picked up on Park Drive North. However, it shows on the plans that the trash room is accessed via a door from Main Street. This discrepancy must be resolved. 10. The Applicant should address the Board regarding the anticipated times for the trash and recyclables pickup. 11. It shows on sheet A2.01 of the architectural plans that two (2) electric vehicle charging spaces are proposed. Therefore, it remains for sheet 5 of the site plan drawings to be revised to show the electric vehicle charging spaces and the associated electric vehicle charging station signs. 12. It shows on sheet A2.01 of the architectural plans and sheet 5 of the site plan drawings that the drive aisle in the garage will be 22.0 ft wide whereas a minimum drive aisle width of 24 ftis required. Therefore, the Applicant requires a waiver from the required drive aisle width. 13. It shows on sheet 3 that a “car coming/go slow” warning light is proposed. In addition, sheet 3 references a detail of the warning light on the architectural plans. Based on our review, we find that the referenced detail has not been provided. This discrepancy must be resolved. 14. The pre- and post-development drainage area maps in the Stormwater Report should be revised to show the time of concentration (Tc) path. 15. The Stormwater Report must be revised to include Tc calculations. 16. The pond reports in the Stormwater Report must be revised to have the elevations match the elevations shown in the plans. 17. The Applicant must submit calculations to demonstrate that the downstream stormwater system has adequate capacity to accommodate the additional flows that are proposed. 18. It remains for sheet 7 to be revised to show the location, pipe size, type of pipe, pipe slope and invert elevation for the stormwater pipe

to accommodate the additional flows that are proposed. 18. It remains for sheet 7 to be revised to show the location, pipe size, type of pipe, pipe slope and invert elevation for the stormwater pipe exiting the existing inlet at the southwest corner of Main Street and Park Drive North. 19. The HMA Replacement detail on sheet 9 must be revised to specify the thickness of the surface course and the base course. 20. It remains for sheet 13 to be revised to show the locations of the gas main, water main and sewer main to which the proposed building services will be connected. In addition, ‘S:\West Orange\Planning Board\VWRPO113.01 - 410 Main St Holdings, LLC\24-08-28 Review #3 docx ee —