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W4-2971 3220-3240 WaUrtowaROAd <br />February 12,2004 <br />Page 3 <br />2.Hardcover variance required for driveway and creek crossing within 75' of OHW - depending on <br />final driveway width, will be 3% - 5% 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 17 <br />5.Establishment of 35' buffers along creek for stormwater 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 Recommendation <br />Staff recommends preliminary plat approval subject to: <br />1. Granting of a hardcover variance for the driveway creek crossing. <br />2. Granting of a lot width variance for Lot 1. <br />3. Requirement of 35' vegetative buffer/easement along bopth sides of the creek. <br />4. <br />5. <br />6. <br />Submittal of final driveway design prior to issuance of building permits. <br />Driveway width subject to approval of Fire Marshal. <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 />7. Council to determine applicability of Park Fee and Storm Water & Drainage Trunk Fee, <br />8. 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 until MCWD permits have been approved. <br />u