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F_ <br />MAR io 1997- <br />r: <br />BOOK�F'A6E <br />1. Size of Property: ±46.26 acres <br />2. Size of Area to be Rezoned: ±46.26 acres <br />3. Existing Zoning Classification: A-1, Agricultural District <br />(up to 1 unit/5 acres) <br />4. Proposed Zoning Classification: <br />Parcel #1: ±10 acres -RM -B, Multiple -Family Residential <br />District (up to 8 units/acre) <br />Parcel #2: ±35.65 acres- RS -3, Single Family Residential <br />District (up to 3 units/acre) <br />Parcel #3: ± .61 acres -RM -B, Multiple -Family Residential <br />District (up to 8 units/acre). <br />5. Existing Land Use Designation: M-1, Medium -Density <br />Residential -1 (up to 8 units/acre) <br />6. Maximum Number of Units with Proposed Zoning : ±192 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 />±35.65 acres - Single -Family Detached Housing <br />±10.61 acres - Condominium/Townhouse <br />2. For Single -Family Dwelling Units, (code 210) in ITE Manual: <br />a. Average Weekday Vehicle Trip Ends: 9.55/dwelling unit <br />b. P.M. Peak Hour Rate: 1.012/dwelling unit <br />C. Outbound P.M. Peak Hour Split: 35% <br />d. Inbound P.M. Peak Hour Split: 65% <br />3. For Condominium/Townhouse Units, (code 230) in ITE Manual: <br />a. Average Weekday Vehicle Trip Ends: 5.86/dwelling unit <br />b. P.M. Peak Hour Rate: 0.55/dwelling unit <br />C. Outbound P.M. Peak Hour Split: 34% <br />d. Inbound P.M. Peak Hour Split: 66% <br />4. Formula for Determining New Trips (peak hour/peak season/peak <br />direction: <br />a. Number of Single Family Units X P.M. Peak Hour Rate X <br />Inbound P.M. Percentage <br />(Trip distribution is based on a Modified Gravity Model) <br />b. Number of Condominium/Townhouse Units X P.M. Peak Hour <br />Rate X Inbound P.M. Percentage <br />(Trip Distribution is based on a Modified Gravity Model) <br />5. a. P.M. Peak Hour/Peak Direction of Adjacent Roadway: <br />8th Street: West <br />12th Street: West <br />b. Total Peak Hour/Peak Season/Peak Direction Trips: ±103 <br />6. Traffic Capacity on this segment of 8th Street at a Level of <br />Service "D": 630 Peak Hour/Peak Season/Peak Direction Trips <br />7. Traffic Capacity on this segment of 12th Street at a Level of <br />Service "D": 890 Peak Hour/Peak Season/Peak Direction Trips <br />S. Existing Traffic Volume on this segment of 8th Street: <br />116 Peak Hour/Peak Season/Peak Direction Trips <br />42 <br />