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F_ <br />MAY 0 5 1992 <br />'800K 86 P,"; 13 71C <br />are not projects, county regulations call for the concurrency <br />review to be based upon the most intense use of the subject <br />property based upon the requested zoning district or land use <br />designation. For this land use plan amendment request, the most <br />intense use (according to the county's LDR's) is one unit per acre <br />of land proposed for redesignation. The site information used for <br />the concurrency analysis is as follows: <br />1. Size of Property: 140 acres <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />Size of Area to be Rezoned and -Redesignated: 140 acres <br />Existing Zoning Classification: <br />RFD, Rural Fringe District (up to 1 unit per 2.5 acres) <br />Existing Land Use Designation: <br />AG -1, Agriculture District (up to 1 unit per 5 acres) <br />Proposed Zoning Classification: <br />Proposed Land Use Designation: <br />RS -1, Single Family <br />Residential District (up <br />to 1 unit per acre) <br />R, Rural Residential (up <br />to 1 unit per acre) <br />Most Intense Use of the Subject Property: 40 dwelling units <br />- Transportation <br />A review of the traffic impacts that would result from the proposed <br />development of the property indicates that the existing level of <br />service "D" or better would not be lowered. The site information <br />used for determining traffic impacts is as follows: <br />1. Residential Use Identified in 5th Edition ITE Manual: <br />Single -Family Detached Housing <br />2. For Single -Family dwelling units: <br />(Variables identified in the 5th Edition ITE Manual) <br />a. Average Weekday Vehicle Trip Ends: 10.062/1 dwelling <br />unit <br />b. P.M. Peak Hour Rate: 1.012/1 dwelling unit <br />C. Outbound PM Peak Hour Split: 35% <br />d. Inbound PM Peak Hour Split: 65% <br />3. Formula for Determining New Trips (peak hour/peak season/peak <br />direction): <br />Number of single family units 8 P.M. Peak Hour Rate % <br />Inbound PM Peak Hour Percentage <br />4. a. Peak Direction of Adjacent Roadway (58th Avenue): South <br />b. Total peak hour/peak season/peak direction trips: 27 <br />5. Trip distribution is based upon the Modified Gravity Model <br />6. Traffic Capacity on 58th Avenue at a Level of Service "D": <br />630 peak hour/peak season/peak direction trips <br />7. Existing Traffic Volume on 58th Avenue: <br />153 peak hour/peak season/peak direction trips <br />Since the county's transportation level of service is based on peak <br />hour/peak season/peak direction characteristics, the transportation <br />concurrency analysis only addresses project traffic occurring in <br />the peak hour and affecting the peak direction of impacted <br />roadways. In this case, 58th Avenue has more volume in the p.m. <br />peak hour than in the a.m. peak hour, so the p.m. peak hour is used <br />68 <br />