Laserfiche WebLink
• <br />• <br />Policy 3.2 of the Future Land Use Element states that no development shall be approved unless it is <br />consistent with the concurrency management system component of the Capital Improvements Element. <br />For Comprehensive Plan amendment requests, conditional concurrency review is required. <br />Conditional concurrency review examines the available capacity of each facility with respect to aproposed <br />project. Since Comprehensive Plan amendment requests are not projects, county regulations call for the <br />concurrency review to be based upon the most intense use of the subject property based upon the <br />requested land use designation. For residential Comprehensive Plan amendment requests, the most intense <br />use (according to the County's LDRs) is the maximum number ofunits that could be built on the site, given <br />the size of the property and the maximum density under the proposed land use designation. The site <br />information used for the concurrency analysis is as follows: <br />1. Size of Area to be Redesignated: Approximately 80.48 acres <br />2. Existing Land Use Designation: AG -1, Agricultural -1 (up to 1 unit/5 acres) <br />3. Proposed Land Use Designation: R, Rural Residential -1 (up to 1 unit/acre) <br />4. Most Intense Use of Subject Property <br />Under Current Land Use Designation: 16 Single -Family Units <br />5. Most Intense Use of Subject Property <br />Under Proposed Land Use Designation: 80 Single -Family Units <br />Transportation <br />A review of the traffic impacts that would result from the development of the property indicates that the <br />existing level of service ` D" or better on 82nd Avenue and other impacted roads would not be lowered. <br />The site information used for deteuutining traffic impacts is as follows: <br />Existing. Land Use Designation <br />1. Residential Use Identified in 6th Edition ITE Manual: Single -Family <br />2. For Single -Family Units in 6`h Edition ITE Manual: <br />a. Average Weekday Trip Ends: 10.1/unit <br />b. P.M. Peak Hour Trip Ends: 1.01/unit <br />c. Inbound (P M. Peak Hour): 64% <br />i. Northbound (P.M. Peak Hour): 62% <br />ii. Southbound (P.M. Peak Hour): 38% <br />d. Outbound (P.M. Peak Hour): 36% <br />i. Northbound (P M. Peak Hour): 38% <br />ii. Southbound (P M. Peak Hour): 62% <br />Peak Direction of 82' Avenue, from 9`h Street, SW to 4th Street: Northbound <br />4. Formula for Determining Number ofPeak Hour/Peak Season/Peak Direction Trips Generated: <br />Number of Units X P.M. Peak Hour Rate X Inbound P.M. Percentage X Inbound - <br />Northbound Percentage (16 X 1.01 X .64 X .62 = 6.4) <br />JULY 16, 2002 <br />-63- <br />