12/9/1997 - Laserfiche WebLink

Home Browse Search

6U 7" NiGc 644 This proposal will make additional employment opportunities available in the summer, thereby helping the county provide steady year round employment. -Compatibility with the Surrounding Area It is staff's position that granting the PD rezoning request will ensure a greater degree of compatibility with the surrounding areas than the minimum development standards that would be applied to a normal CL zoned development. As indicated above, the increased building setback standards proposed as part of the PD zoning district exceed the CL standards. The Board of County Commissioners does have the ability through the PD process to require additional conditions or restrictions to ensure compatibility with the surrounding area. PD PLAN ANALYSIS: The conceptual PD plan depicts a proposed convenience store/fast food restaurant building with fuel sales and a drive through, an office building, vacuum stations, car wash, and a mini storage facility. The plan proposes 32,300 square feet of building area to be constructed in a single phase. In the future, the applicant may propose minor modifications to the building. 1. Size of Development: 4.64 acres 2. Zoning Classification: Existing: 4.64 acres, CL (Limited Commercial) Proposed: 4.64 acres, PD (Planned Development) 3. Land Use Designation: C/I, Commercial/Industrial 4. Building Area: Convenience store: 4,000 sq. ft. Restaurant: 1,000 sq. ft. Car wash: 3,150 sq. ft. Office Building: 2,475 sq. ft. Mini storage: 21.675 sq. ft. Total: 32,300 sq. ft. 5. Impervious Area: Proposed: 136,913 sq. ft. 6. Open Space: Required: 25.0% Provided: 30.3% 7. Parking: 8. Required: 63 spaces Provided: 73 spaces Traffic Circulation: *Access The project will have two driveways on SR 60. The eastern driveway will have two in- bound lanes and a single out -bound lane, while the western driveway will have dual out- bound lanes. The eastern driveway will be limited to left -in, right -in and right -out maneuvers with the western driveway being limited to right -out maneuvers. The traffic impact analysis submitted with this application, and accepted by traffic engineering staff, indicates that a right turn deceleration lane and aleft turn deceleration lane are required for the project's eastern driveway. The proposed conceptual PD plan depicts these improvements. These improvements will need to be in place prior to the issuance of a C.O. for any part of the proposed development. 26 December 9, 1997