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BooK 95 FACE 591 <br />Conditional concurrency review examines the available capacity of <br />each facility with respect to a proposed project. Since rezoning <br />requests are not projects, county regulations call for the <br />concurrency review to be based upon the most intense use of the <br />subject property based upon the requested zoning district. <br />The site information used for the concurrency analysis is as <br />follows: <br />1. Size of Area to be Rezoned: <br />2. Existing Zoning Classification: <br />3. Proposed Zoning Classification: <br />4. Most Intense Use of Subject <br />Property under Existing <br />Zoning Classification: <br />5. Most Intense Use of Subject <br />Property under Proposed <br />Zoning Classification: <br />- Transportation <br />±68.8 acres <br />A-1, Agricultural <br />District (up to 1 unit/5 <br />acres) <br />RS -3, Single -Family <br />Residential District (up <br />to 3 units/acre) <br />13 units <br />206 units <br />A review of the traffic impacts that would result from the <br />development of the property indicates that the existing level of <br />service "D" or better on 43rd Avenue would not be lowered. The <br />site information used for determining the amount of traffic is as <br />follows: <br />Existing Zoning District <br />1. Use Identified in 5th Edition ITE Manual: <br />Single -Family Residential <br />2. For Single -Family Units, in ITE Manual: <br />a. Average Weekday Trip Ends: 10.1/unit <br />b. P.M. Peak Hour Trip Ends: 1.01/unit <br />C. Inbound (P.M. Peak Hour): 65% <br />i. Northbound (P.M. Peak Hour): 42% <br />ii. Southbound (P.M. Peak Hour): 58% <br />d. - Outbound (P.M. Peak Hour): 35% <br />i. Northbound (P.M. Peak Hour): 58% <br />ii. Southbound (P.M. Peak Hour): 42% <br />3. P.M. Peak Direction of 43rd Avenue, from Oslo Road to 4th <br />Street: Southbound <br />4. Formula for Determining Number of Peak Hour/Peak Season/Peak <br />Direction Trips Generated: Number of Units X P.M. Peak Hour <br />Rate X Inbound P.M. Percentage X Inbound -Southbound Percentage <br />(13 X 1.01 X .65 X .58 = 5) <br />5. Formula for Determining Number of Average Weekday Trips <br />Generated: Number of Units X Average Weekday Rate <br />(13 X 10.1 = 131) <br />25 <br />JUNE 279 1995 <br />