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then freeze in the winter resulting in unsafe conditions for drivers and pedestrians. <br />The existing bituminous pavement will be reconstructed using a process called Stabilized Full Depth Reclamation <br />(SFDR). The SFDR process would include milling the top 3 inches of existing bituminous pavement and disposing <br />of the millings off site. The remaining 13/4 inches of existing bituminous pavement will then be reclaimed (ground <br />up and mixed) along with about 4 inches of existing class 5 aggregate base. Approximately 1 inch of reclaimed <br />material will need to be removed from site, then an asphalt emulsion will be mixed into the remaining reclaim <br />material. This stabilized reclaim material will be shaped and compacted into a 5 inch lift, then 4 inches of new <br />bituminous pavement will be placed on top of the compacted stabilized reclaim material. This new pavement <br />section will result in a 10-ton pavement design meeting current State Aid pavement design standards. <br />The existing storm sewer system is in good condition and based on preliminary review appears to meet all <br />applicable current State Aid design standards meaning no improvements are proposed, other than casting <br />adjustments as needed. <br />An off-street 10 foot bituminous bike trail exists along the north side of Sunwood Drive which is in relatively good <br />condition so no improvements are proposed to the trail as part of this project. <br />Estimated Costs <br />The engineer's opinion of probable costs for completing the proposed improvements on Sunwood Drive as outlined <br />in the Feasibility Report is $607,000. Estimated costs include 23% indirect costs for administrative, engineering, <br />finance and legal costs. A summary of the engineer's opinion of probable costs is included in Appendix B of the <br />Feasibility Report. <br />Funding Sources <br />The improvements are proposed to be funded using a combination of Street Reconstruction and Overlay Program <br />(SROP) bond funds, stormwater utility funds, and special assessments to benefiting properties. The majority of the <br />proposed improvements will be funded using SROP bond funds, which will be paid back over a 10 year term using <br />the general fund. This cost is estimated at $447,950 in the Feasibility Report. Stormwater utility funds will pay for <br />required storm sewer improvements estimated to cost $7,300. Special assessments are proposed to fund 25% of <br />eligible construction costs totaling $151,750 as per the City's adopted Special Assessments Policy. A total of 9 <br />parcels have been identified as receiving special benefit from the improvements. These parcels are identified in the <br />preliminary Assessment Map and Roll inAppendix C of the Feasibility Report. <br />Special Assessments <br />When special assessments are proposed to pay for all or a portion of the cost of an improvement, the objective is to <br />choose an assessment method which will result in a reasonable, fair and equitable assessment that is uniform upon <br />the same class of property within the assessed area. Per the City's adopted Special Assessments Policy, staff <br />recommends using special assessments be pay for 25% of eligible improvement costs which totals $151,750. This <br />amount must then be distributed across the 9 parcels which staff has identified as benefiting properties. In doing so, <br />it is important to recall that the test for determining the validity of a special assessment is whether the improvement <br />for which the assessment was levied has increased the market value of the property against which the assessment <br />was levied in at least the amount of the assessment. <br />The Special Assessments Policy identifies three optional methods for assigning assessments. The 9 identified <br />benefiting properties are zoned industrial (El or E2). Only two assessment methods are recommended for assessing <br />industrial parcels, these being the "adjusted front footage" and "area" methods. Staff completed a cursory review of <br />both methods as they would be applied in their current context within the policy which showed that the adjusted <br />front footage method results in less variance between assessments ($9K - $40K), whereas applying the area method <br />results in assessments that are more variable ($3K - $42K). Based on the geometry of the assessable parcels, <br />including significant differences in lot depth, staff recommends applying the area method so assessments are more <br />equitable to the benefit received. <br />Staff then reviewed all assessable parcels to determine what appreciable differences existed between parcels that <br />would impact the benefit received from the proposed improvements. Staff determined there are two significant <br />