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Below is a list of the recreation areas identified by tract and acreage: PROPOSED ACRES TRACT 'A' CLUBHOUSE AREA 1.02 TRACT 'B' GREEN AREA 0.14 TRACT 'C' GREEN AREA 0.13 TRACT `E' GREEN AREA 0.66 TRACT 'F' GREEN AREA 0.77 TRACT '0' GREEN AREA 0.07 TRACT 'H' GREEN AREA 0.07 TRACT `I' GREEN AREA 1.09 TRACT 'J' GREEN AREA 0.14 TRACT 'K' GREEN AREA 0.41 TRACT `L' GREEN AREA 0.46 SIDEWALK/PEDESTRIAN PATHS 0.60 TOTAL 5.56 ACRES Note: Recreation facilities include a clubhouse area, pedestrian system, and passive park/tree preservation areas. 8. Stormwater Management: As with standard single-family subdivisions, the proposed stormwater management plan has been given conceptual approval by the Public Works Department. The stormwater management plan will consist of a centralized lake with underground pipe to convey stormwater to a canal outfall on the south side of 12' Street. Final review and approval of the stormwater management plan will be accomplished through the land development permit process. 9. Utilities: The development will be served by the county water and sewer systems. To provide connection to the county sewer system, the applicant will construct a lift station. These utility provisions have been approved by the Department of Utility Services and the Environmental Health Department. 10. Traffic Circulation: The applicant is proposing a single 12ih Street connection that will be located at the mid -point of the development's 12th Street frontage. Internal circulation will consist of a single loop road with several short connecting roadways. Also, an emergency access connection to 12'h Street is proposed at the west end of the site's 12th Street frontage. Emergency Services has approved the location of the emergency access connection but will need to approve the final design of the emergency access prior to issuance of an LDP. The county's Traffic Engineering Division has reviewed and approved the internal circulation plan for the development. As part of the review process, the applicant submitted a traffic impact analysis (TIA) which has been reviewed and approved by the county Traffic Engineering Division. The results of the TIA indicate that an eastbound left -turn lane on 12`h Street is required at the project entrance, and that left turn lane is depicted on the plan. The TIA also shows that the projected 12th Street project traffic will be close to the threshold for a westbound right -turn lane at the project entrance. Based upon the project being close to the right -turn lane threshold and because of anticipated increases in 12th Street traffic, Traffic Engineering is recommending that a right -turn lane be made a required improvement for the PD. February 13, 2001 BK 117 PG 070 58