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Conditional concurrency review examines the available capacity of each facility with respect to a proposed project. Since rezoning requests are not projects, county regulations call for the concurrency review to be based upon the most intense use of the subject property based upon the requested zoning. For residential rezoning requests, the most intense use (according to the County's LDRs) is the maximum number of units that could be built on the site, given the size of the property and the maximum density under the proposed zoning. The site information used for the concurrency analysis is as follows: 1. Size of Area to be Rezoned: 3. Existing Zoning District: ±19.9 acres A-1, Agricultural District (up to 1 unit/5 acres) 4. Proposed Zoning District: RM -8, Multiple -Family Residential District (up to 8 units/acre) S. Most Intense Use of Subject Property Under Existing Zoning District: 4 Single -Family Units 6. Most Intense Use of Subject Property Under Proposed Zoning District: 159 Single -Family units - Transportation As part of the concurrency review process, the applicant has submitted a Traffic Impact Statement (TIS). The county's Traffic Engineering Division has reviewed and approved that TIS. A TIS reports the number of peak hour/peak season/peak direction trips that would be generated by the most intense use of' the subject property under the proposed zoning district, and assigns those trips to impacted roads. Impacted roads are defined in section 910.09(4)(b)3 of the county's LDRs as roadway segments which receive five percent (5*) or more of the project traffic or fifty (50) or more of the project trips, whichever is less. According to the TIS, the existing level of service ("D" or better) on impacted roadways would not be lowered by the traffic generated by development of 159 single-family units on the subject property. The table below 'identifies each of the impacted roadway segments associated with a 159 unit single-family residential development on the subject property. As indicated in this table, there is sufficient capacity in all of the segments to accommodate the projected traffic associated with the request. TRAFFIC CONCURRENCY DETERMINATION Impacted Road Segments (peak hour/peak season/peak direction) Roadway Segment Road From To Segment Capacity LOS "D" 1920E S.R. 60- — -- -- 82nd Avenue 66th Avenue 3110 1920W S.R. 60 82nd Avenue 66th Avenue 3110 1925E S.R. 60 66th Avenue 58th Avenue 2840 1925W S.R. 60 66th Avenue 58th Avenue 2840 1930E S.R. 60 58th Avenue 43rd Avenue 2840 1930W S.R. 60 58th Avenue 43rd Avenue 2840 3010N 58th Avenue 4th Street 8th Street 760 3010S 58th Avenue 4th Street 8th Street 760 3015N 58th Avenue 8th Street 12th Street 760 3015S 58th Avenue 8th Street 12th Street 760 302ON 58th Avenue 12th Street 16th Street 880 3020S 58th Avenue 12th Street 16th Street 880 3025N 58th Avenue 16th Street S.R. 60 1890 3025S 58th Avenue 16th Street S.R. 60 1890 23 January 21, 1997 ROOK iuM FAGS20 9