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•04-2971 3220-2240 Watertown Road <br />February 12,2004 <br />Pages <br />2. Hardcover variance required for driveway and creek crossing within 75 ’ of OHW - depending on <br />final driveway width, will be 3% * S% of 0-75' zone. <br />3. Park fee for Lot 1 - did it meet its obligation in 1990, or is this creation of a new buildable <br />site subject to current park fee...? <br />4. Storm Water and Drainage Trunk Fee - payable only for Lot 1? <br />5. Establishment of 35* buffers along creek for storms atcr management - should any other specific <br />conditions apply to protect the creek? <br />6. Status of MCWD permitting process? <br />7. Other issues? <br />Staff Rccommendatton <br />Staff recommends preliminary plat approval subject to: <br />1. Granting of a hardcover variance for the driveway creek crossing. <br />Granting of a lot width variance for Lot 1. <br />Requirement of 35* vegetative buffer/easement along bopth sides of the creek. <br />Submittal of final driveway design prior to issuance of building permits. <br />Driveway width subject to approval of Fire .Marshal. <br />7. <br />8 <br />Subject to all recommendations noted in the City Engineer’s letter of 1-22-04, plus any <br />drainage provisions deemed necessary by City Engineer to accommodate drainage from the <br />east. <br />Council to determine applicability of Park Fee and Storm Water & Drainage Trunk Fee. <br />Subject to the area southeast of the creek within Lot 1 with slopes of 18% or greater being <br />deemed as non-buildable <br />9. Final plat approval shall not be granted unul MCWD permits have been approved.