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5/5/1992
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5/5/1992
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7/23/2015 12:03:31 PM
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6/16/2015 10:56:21 AM
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Meetings
Meeting Type
Regular Meeting
Document Type
Minutes
Meeting Date
05/05/1992
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F_ <br />MAY ® 51992 �i FLUE 41 <br />proposed for redesignation. The site information used for the <br />concurrency analysis is as follows: <br />1. Size of Property: t29 acres <br />2. Size of Area to be Rezoned: t29 acres <br />Size of Area to be Redesignated: t20 acres <br />3. Existing Zoning Classification: <br />a. t10 acres: RM -3, - _Multiple -Family Residential <br />District, (up to 3 units/acre) <br />b. t19 acres: RS -3, Single -Family Residential District, <br />(up to 3 units/acre) <br />4. Existing Land Use Designation: <br />a. t20 acres: M-1, Medium Density Residential (up to 8 <br />units/acre) <br />b. t9 acres: Hospital/Commercial Node <br />5. Proposed Zoning Classification: MED, Medical District <br />6. Proposed Land Use Designation: Hospital/Commercial Node <br />or 7. Most Intense Use of the Subject Property: 290,000ressq.ft. of <br />Retail Commercial <br />-Transportation <br />A review of the traffic impacts that would result from the proposed <br />development of the property indicates that the existing 1level of <br />service "D" or better would not be lowered. The site information <br />used for determining traffic impacts is as follows: <br />1. Retail Commercial Use Identified in 5th Edition ITE Manual: <br />Shopping Center <br />2. For Structures 200,000 to 300,000 square feet (based upon the <br />ITE Gross Leasable Floor Area category): <br />a. Average Weekday Vehicle Trip Ends: 47.58/1000 gross <br />b. Peak Hour: 5-6 P.M. sq.ft. <br />c. Peak Direction: Exiting <br />d. 5-6 P.M. Peak Hour Exiting Trips: 9.5% outbound <br />e. 5-6 P.M. Peak Hour Entering Trips: 8.3% inbound <br />f. 5-6 P.M. Peak Hour Trip Ends: 4.4/1000 gross sq. ft. <br />3. Total p.m. peak hour/peak direction trips: 1,276 TEPH <br />4. Formula for Determining New Trips (peak hour/peak season/peak <br />direction trips): <br />Total Square Footage 8 Average Weekday Vehicle Trip <br />Ends/2 X Percentage Peak Hour/Peak Direction Trips X <br />Percentage New Trips <br />(TriP distribution baeed on a Codified Gravity Mods") <br />5. New Trips: 75% or 492 peak hour/peak season direction <br />Trips based on the ITE Manual <br />Directional Split: <br />Roadway Segment $ Actual Trips <br />1. West on 37t1i St. 30 148 <br />2. South on I.R. Blvd: 50 246 <br />3. North on I.R. Blvd.* 20 98 <br />* Not a peak direction <br />40 <br />
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