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r <br />BOOK 84 F.��r. 9 <br />l <br />1. Size of Property: 140 acres _ <br />2. Size of Area to be Rezoned and Redesignated: ±40 acres <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 />for the transportation concurrency analysis. According to recent <br />count data on 58th Avenue, the peak direction during the p.m. peak <br />hour is south. <br />66 <br />3. <br />Existing Zoning Classification: <br />RFD, Rural Fringe District (up to 1 unit per 2.5 acres) <br />4. <br />Existing Land Use Designation: <br />AG -1, Agriculture District (up to 1 unit per 5 acres) <br />v, <br />5. <br />Proposed Zoning Classification: RS -11 Single Family <br />Residential District (upK <br />to 1 unit' per acre) <br />1AN.,'ll <br />i <br />A I)1 <br />Proposed Land Use Designation: R, Rural' Residential (up�a <br />I <br />to 1 unit per acre) <br />l i <br />7. <br />units <br />Most Intense o ert 40 dwelling uni <br />Use of the Sub ect Pr <br />j P Y 9 <br />�k <br />.. ._. <br />, <br />Transportation <br />i g <br />A review of the traffic impacts that would result from the proposed <br />t: <br />development of the property indicates that the existing level of <br />f a <br />service "D" or better would not be lowered. The site. information <br />used <br />for determining traffic impacts is as follows• <br />Residential Use Identified in 5th Edition ITE Manual: <br />Single -Family Detached Housing <br />xP <br />2. <br />For Single -Family dwelling units: <br />(Variables identified in the 5th Edition ITE Manual)I <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 />p, <br />C. Outbound PM Peak Hour Split: 35% <br />- <br />d. Inbound PM Peak Hour Split: 65% <br />=X <br />M,.. <br />3. <br />Formula for Determining New Trips (peak hour/peak season/peak <br />direction) : Nuwnber of sii,91e fa ciiiy units n P.M. Peak Hour <br />Rate X 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 />for the transportation concurrency analysis. According to recent <br />count data on 58th Avenue, the peak direction during the p.m. peak <br />hour is south. <br />66 <br />