Response Letter 3226rcd 3 12 2026

10. . The Applicant should address the Board regarding the proposed frequency and hours for deliveries to the site. Applicant to Comply . The Applicant should provide testimony regarding the parking spaces associated with the residential component of the development. Clarification should be provided regarding whether each residential dwelling unit will have reserved parking spaces. Applicant to Comply The Applicant should clarify if Lot 11 and Lot 12 will be consolidated should the application be approved. Lots 11 & 12 will be consolidated should the application be approved. The Drawing Index on the Area Map (sheet 1) should be revised to reflect the number of sheets within the plan set. Our office notes that the Drawing Index indicates 11 total sheets while only 9 sheets were submitted. This discrepancy should be resolved. This comment has been addressed, and the Drawing Index on sheet #1 has been revised to properly reflect the number of sheets within the plan set. It shows on the Site Plan (sheet 5) that a trash area is proposed in the easterly portion of the parking area. The Applicant should provide testimony to the Board to demonstrate that the proposed trash area will have adequate capacity to accommodate the trash and recyclables that will be generated at the site. Additionally, the plans should be revised to clarify if a trash enclosure will be installed. This comment has been addressed, and the refuse area has been revised, and a detail has been provided on sheet #8 of the site plan set. The proposed refuse area is proposed to be 11.5’ wide x 6.5’ deep, which will provide adequate space for an 8 cubic yard dumpster along with some other refuse bins. Sheet #10 of the site plan set (Turning Exhibit) displays how the refuse will be picked up via truck. The Applicant should provide a circulation plan that shows how the largest vehicle that will access the site will traverse the parking area and where they will stage (specifically emergency vehicles, delivery vehicles and trash trucks accessing the trash area). This comment has been addressed, and two circulation plans have been prepared indicating how a garbage and fire truck will traverse in and out of the site have been added to the end of the plan set. The plans should be revised to indicate a minimum strength of 4,500 psi for all proposed concrete improvements. This comment has been

and out of the site have been added to the end of the plan set. The plans should be revised to indicate a minimum strength of 4,500 psi for all proposed concrete improvements. This comment has been addressed, and all plan details have been revised to indicate 4,500 psi minimum strength for all proposed concrete improvements.