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Preliminary Plat Review: Alpine Acres <br />May 16, 2003 <br />Page 2 of 6 <br /> <br />Densitw: The subject property is limited to a maximum net density of seven (7) units per acre. <br />The subject property is approximately 42.4 acres (gross) and the proposed 203 units result in a <br />gross density of 4.8 units per acre. The net area (exclusive of wetlands and major road right-of~ <br />way) of the development is 32.4 acres in size, which results in a net density of 6.3 units per acre. <br />The proposed development complies with City Code. <br /> <br />Streets: The development is sez:ved by a combination of public and private streets'and driveway <br />collectors (servicing eight or fewer units). Sodium Street, a public roadway will provide access <br />foL' the development with connections to Alpine Drive and Sunfish Lake Boulevard. Additional <br />public streets including 153,d Lane, Radium Street, and Tungsten Street provide internal <br />circulation. Four private streets, all nortbJsouth segments provide additional access and <br />circulation within the development. <br /> <br />Staff' recommends that the private roadway south of 153''d Lane along the western boundary be <br />dedicated as a public street, to be named Tungsten. It is staffs understanding that this proposal is <br />acceptable and therefore the preliminary plat should be revised accordingly. The remaining <br />private roadways should be named Tungsten Way and Radium Way. <br /> <br />The Developer ,,vill need to apply to Anoka County for the access onto County Road 57 (Sunfish <br />Lake Boulevard), · <br /> <br />Grading anti Drainage: A grading and drainage plan has been submitted as Sheet 4 and 5 of 6. <br />Staff has received this plan and offers the following cornments: <br /> <br />1. Contours should be extended for a distance of 100 feet beyond the plat on the pints <br /> western boundary line. <br /> <br />2. The ordinary high water level and the 100 year.flood plan elevation need to be added to <br /> ali wetlands and ponds. <br /> <br />3. Emergency overflow elevations should be noted on all ponds and wetlands, <br /> <br />4. Invert elevation on all storm sewer and culverts needs to be added to the grading plan. <br /> <br />5. The size and type of each storm water conveyance needs to be added to the grading plan. <br /> <br />6. Pan gutter sections need to be placed across the driveway collectors and the street <br /> intersection on the following locations: <br /> <br />a. Lots 88 through 103 <br />b. Lots 80 through 95 <br />c. Lots 3l tl-u-ough 42 <br />d. Lots 25 through 30 <br /> <br />32 <br /> <br /> <br />