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Item 5.1 & 5.2
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Item 5.1 & 5.2
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• Ms. Michele McPherson <br /> November 20, 2001 <br /> Page Two <br /> • Klievers Marsh is designated a natural environmental lake. Therefore, according to <br /> the Shoreland Ordinance, all lots within 1,000 feet of the shoreline of Klievers Marsh <br /> must be 20,000 square feet minimum size. All lots falling in this area appear to meet <br /> or exceed this zoning requirement. <br /> • The site is zoned R-1E with a zoning regulation requiring the lots to be 12,000 <br /> square feet minimum size with 80 feet of frontage (100 feet for corner lots). All lots <br /> appear to meet this zoning requirement. <br /> • The City is currently working on plans to reconstruct 175th Avenue. These plans <br /> include necessary additional land acquisition to complete the improvements. A <br /> condition should be placed on the development of Park Pointe requiring that all <br /> necessary right-of-way for 175th Avenue be given as a part of the final plat. <br /> B. GRADING PLAN <br /> • The grading plan shows a street which is relatively steep accessing the proposed <br /> Eagle's Marsh development in the northwestern corner of Park Pointe. This is the <br /> development where the Elk River Municipal Utilities is currently constructing a new <br /> elevated water tower. This connection point from Park Pointe Addition is an <br /> essential part of the transportation plan. This connection will give vehicle trips the <br /> . opportunity to exit from this area to the south utilizing 175th Avenue over to TH 10. <br /> Without this connection, all traffic north of Park Pointe would be forced to exit along <br /> CSAH 12, ultimately ending up at the intersection of Main Street and TH 169, which <br /> is fairly congested currently without the addition of new trips. <br /> • There are a number of locations on the grading plan where the proposed grading <br /> and proposed building site elevations cause either relatively steep driveways or <br /> relatively flat driveways. In addition, there is a question as to how the bulk of the rear <br /> lots in Block 6 will drain. City staff is currently working with the Developer to rectify <br /> these situations. <br /> • Generally, the proposed grading plan tries to minimize the grading and therefore the <br /> tree loss outside of the right-of-way. There are some locations where additional <br /> grading outside of the right-of-way should take place with the mass grading. An <br /> example of this would be Lot 6, Block 6, which currently shows no grading outside of <br /> the right-of-way of this corner lot. However, the existing grades indicate that the lot <br /> is a hole which will require several feet of fill in order to construct a home at the <br /> elevation shown on the grading plan. In situations like this, the Developer should <br /> correct the lot grade through the mass grading operation. City staff will work with the <br /> Developer to rectify these situations also. <br /> • Storm drainage calculations have been submitted and are currently being reviewed. <br /> We will be prepared to comment in more detail at the Planning Commission public <br /> hearing. In general, the concept of the storm drainage that is laid out on the grading <br /> plan appears adequate to service the development. There are some issues, though, <br /> relative to the high water levels predicted in the storm drainage ponds and the <br /> • surrounding properties. For instance, on Lot 10, Block 7, the high water level is <br /> shown at 897. This contour would be approximately 10 feet outside of the building <br /> Howarc R. Green Com3any <br /> Ltr 11-19-01 McPherson.rev CONSULTING ENGINEERS <br />
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