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Along the east property line, where the commercial lot is proposed adjacent to the existing Olive Garden site, a 10' wide local road landscape strip is proposed. The remainder of the east property line, where the multi -family is proposed adjacent to the Century Town Center, a 25' wide Type "B" buffer is proposed. In addition, the plan adequately addresses interior landscape requirements such as lakeshore trees around the project's stormwater pond, street trees, parking lot landscaping, and common area landscaping. 11. Parking: Required Proposed Lot 1 Restaurant 84 126 Lot 2 Retail 36 38 Lot 3 Restaurant 65 75 Multi -Family 318 342 Total 503 581 Note: For the multi -family development, 32 of the proposed spaces are proposed as garage spaces. 12. Traffic Circulation: The conceptual PD plan provides two driveways to public streets and a driveway inter -connection with the commercial property to the east. There is a 26' wide two-way driveway proposed on SR 60, which will allow right-in/right-out movement. The SR 60 driveway will be served by an east bound right -turn lane. A median divided driveway is proposed to College Lane with 14' wide in bound and out bound lanes. The College Lane driveway is a full movement driveway and will be served by a west bound right -turn lane. A 25' two-way driveway connection is proposed to connect to the commercial parcel to the east. The driveway connection is located south of proposed commercial parcel #3 and the Olive Garden. That connection will tie into a driveway stub -out constructed during development of Century Town Center. As proposed, the project's commercial uses and residential uses will be inter -connected via a main north/south driveway (connects to SR 60) and an east -west driveway (connects to Century Town Center). No part of the development is proposed to be gated. The driveway designs and locations, internal circulation plan, project traffic study, and proposed off-site improvements have been approved by Traffic Engineering and Fire Prevention. To address the PZC's recommendation regarding the project's impact on the SR60/58th Avenue intersection, the approved project driveway trip assignment sketch has been attached to this report (attachment #4). In addition, planning staff has re -confirmed with Traffic Engineering that, based on the County's traffic impact study requirements and data provided in the approved traffic study, an intersection analysis for the SR60/58th Avenue intersection is not required (see attachment #4, table 2). Also, Traffic Engineering re -confirmed that the northbound to westbound left turning movement at the SR60/58th Avenue intersection should be relieved to some degree by recent improvements to 66th Avenue, and that access to the project site from College Lane is a logical alternative for northbound traffic on 58th Avenue. 13. Dedications and Improvements: Transit stop: The applicant has coordinated with MPO staff and is providing a transit stop and shelter at an approved location along the site's SR 60 frontage. In addition, sidewalk improvements are proposed along the site's SR 60 frontage and within the project so as to provide convenient pedestrian access between the commercial and residential uses within the project and the proposed SR 60 transit stop and shelter. F:\Community Development\CurDev\BCC\2014 BCC\Thereserveatverobeach(PD-14-06-04).doc 8 173