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• Page 2 • ■ The turn-arotuid/cul-de-sac at or near the terminus of the street at the southern property line and within the Park shall be indicated on the plans. o The viewable area on the street plan sheet has been expanded to include the turn-around area. To the extent possible, there shall be a minimum 6 feet wide grass boulevard between the curb edge and the path along the north side of the access road. o The path along the north side of the public road has been eliminated from Cleveland Ave to the location where it meets the path coming off of Brenner Ave. From that point heading east the path has been adjusted to be at least 6 feet from the back of curb. Additional detail on the pond design has been requested. o The two laxger ponds have been design with N.U.R.P. standards. The circular pond off the NE corner of the bldg has been design to be an amenity pond with some treatment capacity. At this time it is understood that all three ponds will be lined to ensure that they will all retain water. This is to maintain the necessary water depth to accommodate a fountain and to keep the intended pond edges looking as desired. The Landscape plan illustrates the use of a rock edger and vegetation around each pond. In review of the grading/drainage plans it is unclear who would be responsible for inaintenance of storm water management ponds. Specifically, if the intent is for the City to maintain the filtration trench, that a 10 foot trail for access/maintenance purposes is required. o In the method for deciding on who will be maintaining the different storm water manageinent practices we used the rule of thumb: any practice that will be conveying water from the public road will be maintained by the city. The two large ponds and the filtration trench that leads from the public road to the southern wetland will be city inaintained. These practices have been placed inside drainage & utility easeinents for city access rights. To access the structures on the south side of the building the 6 foot wide path has been increased to 10 feet. The sub-grade of this 10 foot wide section will be 8" class 5 aggregate and a 3" bituminous course. Upon receiving the soil borings and further soil studies -- as necessary we will increase the sub-grade to up the load capacity. In review of the utility plan it is unclear where the buildings fire connection will be located and as such it is difficult for the Fire Marshal to determine weather a hydrant is located between 40 and 50 feet from said structure. o The siamese fire connection has been indicated on the plans as to be under the window of the office, just west of the front entrance. Then, a fire hydrant has been added to the plan in front of the building that is within the acceptable distance from the siamese connection. 14800 28th Avenue No�th, Suite 140 • Piymouth, Minnesota • 55447 phone 763/476-6010 • fax 763/476-8532 E-mail. mfra@mfra.com