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2007-09-12 CC Packet
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2007-09-12 CC Packet
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<br />with sod and driveways will be replaced in-kind, The amount of sod and driveway replaced on each lot will <br />depend on service locations and any changes in street grade which may be part of the final design to better <br />fit the existing topography, <br /> <br />Category 8 improvements are divided into three types as listed below: <br /> <br />B-1 - Extension of new water main and services. Full street reconstruction including all new curb. <br />B-2* - Extension of new water main and services. Full street reconstruction. Road to be left as rural <br />section. <br />8-3* - Water main already exists, but new services are proposed. Full street reconstruction. Road to be left <br />as rural section. <br /> <br />*POSSIBLE ALTERNATIVE <br /> <br />The reconstruction of Mill Road allows for alternatives in redesign. In this report it is proposed that Mill <br />Road, north and south of Prairie Drive, be reconstructed following a 82 and 83 format respectively. 80th <br />category 82 and 83 improvements mean the street will be reconstructed to a rural section. If the city so <br />desires, it is possible to reconstruct Mill Road to match the urban typical section used throughout the <br />remainder of the city. The following table conveys the costs associated with choosing to rebuild Mill Road <br />with an urban typical section. <br /> <br />TABLE 2 - COMPARISON OF PROPOSED AND ALTERNATIVE CONSTRUCTION OF MILL ROAD <br /> <br /> . Proposed" " Alternative" Additional Cost of <br /> Rural Section Urban Section Urban Section <br />Construction Cost $522,976.98 $808,337.81 $285,360.82 <br />Contingencies 5% $26,148.85 $40,41689 $14,268.04 <br />Engineering 30% $156,893.10 $242,501.34 $85,608.25 <br />Total Cost $755,500.00 $1,091,300.00 $335,800.00 <br />Cost Per ClL Foot 2635 $290.00 $415.00 $125.00 <br /> <br />The increase in the cost of construction of an urban section can be attributed to the following factors: <br />. Increased excavation <br />o The road would need to be lowered approximately 3 to 4 feet for proper drainage. <br />. Need for additional storm sewer <br />o Storm Sewer would be needed to replace the existing ditch and culvert system. <br />. Increased restoration of residential properties <br />o Ditches would need to be filled and yards regraded and restored with sod, <br />. Concrete curb and gutter cost <br />. Additional Watershed requirements <br />o The watershed prefers the ditch system and would have few requirements if left as is. <br />With the addition of curb, gutter and storm sewer, ponding and infiltration features <br />would be required, <br /> <br />City of Centerville <br />2009 Street and Utility Improvement Project <br /> <br />-#- Bonestroo <br /> <br />Project No: 616-07-1580 <br />Page 7 <br />
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