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3/1/1994
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3/1/1994
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Meetings
Meeting Type
Regular Meeting
Document Type
Minutes
Meeting Date
03/01/1994
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r MAR - 11994 <br />BOOK 91 PnF.8S3 <br />that use. The site information used for the concurrency analysis <br />is as follows: <br />1. Size of Area to be <br />Redesignated and Rezoned: ±130.3 acres <br />2. Existing Land Use Designation: M-1, Medium -Density <br />Residential -1 (up to 8 <br />units/acre) <br />3. Proposed Land Use Designation: C/ I, Commercial - <br />Industrial <br />ommercial- <br />Industrial Node <br />4. Most Intense Use of Subject <br />Property under existing <br />Land Use Designation: 1,042 Dwelling Units (DU) <br />5. Most Intense Use of Subject Property under Proposed Land Use <br />Designation: 1,397,000 square feet of Retail Commercial <br />(Shopping Center in the 5th Edition ITE <br />Manual) <br />- Transportation <br />A review of the traffic impacts that would result from a 1,397,000 <br />square foot retail development on the property indicates that the <br />existing level of service "D" or better on S.R. 60 and other <br />impacted roads would be lowered. The site information used for <br />determining traffic impacts is as follows: <br />Existing Land Use Designation <br />1. Residential Use Identified in 5th Edition ITE Manual: <br />Single -Family <br />2. Average Weekday Trip Ends: 1,042 DU X 9.55 trip ends/DU = 9,951 <br />3. P.M. Peak Hour Trip ends: 1,042 DU X 1.01 trip ends/DU = 1,052 <br />a. Inbound: 65% or 684 <br />b. Outbound: 35% or 368 <br />Proposed Land Use Designation <br />1. Retail Commercial use Identified in 5th Edition ITE Manual: <br />Shopping Center <br />2. For structures 1,397,000 square feet: <br />a. Average Weekday Vehicle Trip Ends: <br />29.56/1000 gross square feet <br />b. 5-6 p.m. Peak Hour Vehicle Trip Ends: <br />2.7/1000 gross square feet <br />3. Formula for Determining Total New 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 />1,397,000 X 29.56/1000 = 41,295 <br />36 <br />
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