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11/17/1992
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11/17/1992
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7/23/2015 12:03:34 PM
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6/16/2015 11:32:15 AM
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Meetings
Meeting Type
Regular Meeting
Document Type
Minutes
Meeting Date
11/17/1992
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7. Most Intense Use of Subject <br />Property under Current <br />Land Use Designation: 2 units <br />K Ur <br />-7 <br />ROG �� FSur 50 <br />S. Most Intense Use of Subject Property under Proposed <br />Designation: 30100 sq. ft. of Retail Commercial (Shopping <br />Center in the 5th Edition ITE Manual). <br />- 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 is as follows: <br />Existina Land Use and Zoning <br />1. Average Weekday Trip Ends: 2 units X 5.86 trip ends/unit <br />(based on the ITE Manual) = 12 <br />2. P.M. Peak Hour Trip Ends: 2 units X 0.55 trip ends/unit <br />(based on the ITE Manual) = 1 <br />a. Inbound: 82% or 1 (based on Local Measurements) <br />b. Outbound: 18% or 0 (based on Local Measurements) <br />Proposed Land Use and Zoning <br />1. Retail Commercial use Identified in 5th Edition ITE Manual: <br />Shopping Center <br />2. For structures u 10,000-,.- <br />p to square feet (based on locally <br />measured trip generation data): <br />a. Average Weekday Vehicle Trip Ends: <br />98.5/1000 gross sq. ft. <br />b. 5-6 p.m. Peak Hour Vehicle Trip Ends: <br />15.6/1000 gross sq. ft. <br />3. Formula for Determining Total Trip Ends: <br />Total Square Footage X Vehicle Trip Rate <br />(trip distribution based on a Modified Gravity Model) <br />a. Total Average Weekday Trip Ends: <br />3,100 X 98.5/1000 = 306 <br />b. Total P.M. Peak Hour/Peak Season Trip Ends: <br />3,100 X 15.6/1000 = 48 <br />c. Percentage New Peak Hour/Peak Season Trip Ends: <br />60% (based on Local Evaluation) <br />d. New Total Average Weekday Trip Ends: <br />0.6 X 306 = 184 <br />e. New P.M. Peak Hour/Peak Season Trip Ends: <br />0.6 X 48 = 29 <br />- Inbound: 50% (based on ITE Manual) or 15 <br />- Outbound: 50% (based on ITE Manual) or 15 <br />4. Peak Direction of U.S. Highway #1, from 49th Street to 65th <br />Street: Southbound <br />46 <br />
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