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06-14-2004 Council Packet
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06-14-2004 Council Packet
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D. <br />E. <br />F. <br />have a 9-ton minimum pavement section. A geotechnical evaluation <br />of the soil shall be done in conjunction with the pavement design <br />and shall be submitted to the City Engineer for approval. <br />Detailed signage and lighting plans. <br />Any additional plans and specifications deemed necessary by the <br />City as review progresses. <br />Development Agreement. Development Approval is contingent upon the <br />successful execution of a Development Agreement between the applicant <br />and the City. Such Agreement shall address all specific City requirements <br />for the development. <br />Financial Guarantee. The Development Agreement shall include a financial <br />guarantee by the Developer to ensure the completion of site improvements. The <br />City Engineer shall complete an estimate of improvement costs, including but <br />not limited to landscaping, grading, erosion control, utilities, driveways and <br />parking areas, trails, sidewalks, retaining walls and stormwater management <br />facility construction, and the Developer shall provide to the City a financial <br />guarantee of 150% of the improvement costs. <br />Storm Water and Drainage Trunk Fee. The Developer shall pay a Storm <br />Water and Drainage Trunk Fee as determined within Exhibit M of that certain <br />document known as the STONEBAY PUD NO. 4 AGREEMENT dated <br />_______. The amount of the Storm Water and Drainage Trunk Fee due for <br />Outlots A and D, STONEBAY, was established at S46,S91 with the stipulation <br />that if Outlots A and D are not developed at the same time, the acreage of <br />the outlot being developed divided by the total acreage of both outlots shall <br />detemiine the fraction of the total fee due. Outlot A includes 3.7 acres; Outlot <br />D includes 3.5 acres. The fraction of the Storm Water and Drainage Trunk <br />Fee due for Outlot A is 3.7 / 7.2 = 0.514 or 51.4%. The Storm Water and <br />Drainage Trunk Fee for Outlot A is therefore 0.514 x $46,591 - $23,948. <br />Page IS of 19
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