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The anticipated traffic impacts associated with the proposed development were derived using a process <br />of trip generation, distribution, and assignment in accordance with the requirements of the Indian River <br />County LDC. <br />A projection of new trips associated with the proposed development was performed. The volume of traffic <br />generated by a site is dependent on the intended land use and size of the development. Trip generation <br />can be defined as an estimate of the number of trips generated by a specific building or land use. These <br />trips represent the volume of new traffic added to the roadway network. <br />The estimate of new trips associated with the project was developed using the equations contained in the <br />Institute of Transportation Engineers (ITE) Trip Generation Manual, 11"' Edition and the Indian River County <br />LDC. The trip generation characteristics for the existing and proposed zoning designations were calculated <br />based on the ITE land use code for Single -Family Detached Housing [ITE 210]. The projected number of <br />total net new Daily trips, AM peak hour trips, and PM peak hour trips are detailed in Table 1. Excerpts from <br />the ITE Trip Generation Manual, 11"' Edition are provided within Appendix B. <br />Table 1: Trip Generation Summary <br />ANI <br />Retreat at Citrus Ridge I Rezoning Traffic Impact Analysis <br />May 20231 Kimley-Horn and Associates, Inc. <br />Peak tour of Adjacent PNr Ha rl�d#snE <br />' <br />i Land UseIntensity <br />i}ait ps Stni Sa't�e, <br />Existing Zoning -AG 1 <br />Single -Family Detached Housing <br />11 DU <br />132 10 3 <br />7 12 8 <br />4 <br />subtotal <br />132 10 3 <br />7 12 8 <br />4 <br />MOMk n`,. �» M <br />f•�v` S kn " <br />I <br />OngWFedlytJetilC W Nwising <br />$11 DU 2JW X4 52 157 289 182 <br />107 <br />subtotal 2, M; 200 52 157 289 182 <br />107 <br />Nate 1: Trip Generation was calculated using the dafsti0ll► nEISVIO ONO A ORR W 11 EfM0011 <br />SIrd9 PSm KY Detached Housbn OTE 2101 <br />Daily <br />LnM = 0.92`Ln(X)+2.68: (X Is Number of Dwelling Units) <br />AM Peak Hour of Adjacent street <br />Ln(T) = 0.91 `Ln(X)W.12, (X Is Number of Dwelling Units), (25% In/ 75% out) <br />PM Peak Hour of Generator <br />Ln(T) = 0.94"(X)+0.27; (X Is N umber of Dwelling Units). (63% Int 37% gut) <br />Retreat at Citrus Ridge I Rezoning Traffic Impact Analysis <br />May 20231 Kimley-Horn and Associates, Inc. <br />