2006-06-14 CC Packet - Laserfiche WebLink

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All necessary valves and hydrants will be provided for fire protection and maintenance of the system. Water services to the lots will consist of I-inch diameter copper pipe extended from the main to 10- feet beyond the right-of-way line.. It is proposed to extend an 8-inch water main stub to the east side of Old Mill Road at the lot line between house 7384 and 7396. This will provide water service for future development of each 9.5 acre parcel, and not require fu~re disruption to the Old Mill Road pavement. 3~ STORM SEWER: The storm water drainage along Old Mill Road will be directed via catch basins and stonn sewer to a pond in the back yards of Lots A and B. This pond will treat runoff from the road right-of-way, before discharging to Clearwater Creek.. 4. STREET IMPROVEMENTS: Old Mill Road is currently a rural type road with a 23-foot wide bituminous surface and shallow ditches on both sides.. It is proposed to upgrade the roadway to the following: I. 66' right-of w~y (existing) 2. 33' back to back surmountable concrete curb and gutter 3. geotextile fabric and 20-inches of select granular borrow subgrade material 4.. 6" thick class 5 aggregate base S.. 2" thick bituminous base course 6.. 1 ~" thick bituminous wear course 7. 4" diameter drain tile behind all curb This street section will match the existing road section of Old Mill Road at the south end, built in 1995 with the Acorn Creek 2nd Addition. At the city limits, the reconstructed road will connect to the existing rural road. Ditches will be tilled to create boulevards on both sides. PERMITS Permits are required from MPCA for sanitary sewer extensions, and MDH for water main extensions.. An NPDES permit will be needed for grading of the road and new residential lots.. ffunters Crossing 3,d AddU/Oil -I l,~