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- Transportation <br />A review of the traffic impacts that would result from the <br />development of the property indicates that the existing level.' of <br />service "D" or better on U.S. Highway #1 and other impacted roads <br />would not be lowered. The site information used for determining <br />traffic impacts is as follows: <br />Existing Land Use and Zoning <br />1. Average Weekday Trip Ends: 45 DU X 5.86 trip ends/DU <br />(based on the ITE Manual) = 264 <br />2. P.M. Peak Hour Trip Ends: `"*' 45 DU X 0.55 trip ends/DU <br />(based on the ITE Manual) = 25 <br />a. Inbound: 65% (based on Local Measurement) or 16 <br />b. Outbound: 35% (based on Local Measurement) or 9 <br />Proposed Land Use and Zoning <br />1. Retail Commercial use Identified in 5th Edition ITE Manual: <br />Shopping Center <br />2. For structures 100,000 - 300,000 square feet (based upon the <br />ITE Gross Leasable Floor Area category): <br />a. Average Weekday Vehicle Trip Ends: <br />62.59/1000 gross square feet <br />b. 5-6 p.m Peak Hour Outbound Trip Ends: <br />11% (ITE Manual) <br />C. 5-6 p.m. Peak our Inbound Trip Ends: <br />10.3% (ITE Manual) <br />3. Formula for Determining Total New Trip Ends: <br />Total Square Footage X Average Weekday Vehicle Trip Ends <br />(trip distribution based on a Modified Gravity Model) <br />a. Total Average Weekday Trip Ends: <br />.145,300 X 62.59/1000 = 9,094 <br />b. Total P.M. Peak Hour/Peak Season/Inbound Trip Ends: <br />9,094/2 X 10.3% = 469 <br />C. Total P.M. Peak Hour/Peak Season/Outbound Trip Ends: <br />9,094/2 X 11% = 500 <br />d. Percentage New Trips: 70% (based on the ITE Manual) <br />i. New Average Weekday Trip Ends: 9,094 X 70% = 6,366 <br />ii. New P.M. Peak Hour/Peak Season/Inbound Trip Ends: <br />469 X 70% = 328 <br />iii. New P.M. Peak Hour/Peak.Season/Outbound Trip Ends: <br />500 X 70% = 350 <br />4. Peak Direction of U.S. Highway #1, from 69th Street to Old <br />Dixie Highway: Southbound <br />5. Traffic Capacity on U.S. Highway #1, from 69th Street to Old <br />Dixie Highway, at a Level of Service "D": 2,650 peak <br />hour/peak season/peak direction trips <br />6. Existing Traffic volume on this segment of U.S. Highway #1: <br />747 peak hour/peak season/peak direction trips <br />27 <br />L_NOV J71992 <br />