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r <br />JAN 1 4, 1992 <br />BOOK' F'ar,Fa <br />1. Size of Property: 12.5 acres <br />2. Size of Area to be Rezoned: 12.5 acres <br />3. Existing Zoning Classification;' A-1, Agricultural District <br />(up to 1 unit/5 acres) <br />4. Proposed Zoning Classification: RS -3, Single Family <br />Residential District (up to <br />3 units/acre) <br />5. Existing Land Use Designation: L-1, Low -Density Residential -1 <br />(up to 3 units/acre) <br />6. Maximum Number of Units with Proposed Zoning : #37 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 in ITE Manual: <br />a. Average Weekday Vehicle Trip Ends: 10.062/1 dwelling unit <br />b. P.M. Peak Hour Rate: 1.012/1 dwelling unit <br />C. Outbound P.M. Peak Hour Split: 35% <br />d. Inbound P.M. 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 8 <br />Inbound P.M. Percentage <br />(Trip distribution is based on a Modified Gravity Model) <br />4. a. P.M. Peak Hour/Peak Direction of Adjacent Roadway (8th <br />Street): West <br />b. Total Peak Hour/Peak Season/Peak Direction Trips: 24 <br />5. Traffic Capacity on this segment of 8th Street at a Level of <br />Service "D": 630 Peak Hour/Peak Season/Peak Direction Trips <br />6. Existing Traffic Volume on this segment of 8th Street: <br />195 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, 8th Street has more volume in the p.m. <br />peak hour than. in the a.m. peak hour, so the p.m. peak hour was <br />used for the transportation concurrency analysis. According to <br />recent count data on 8th Street, the peak direction during the p.m. <br />peak hour is west. <br />50 <br />