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03-15-1999 Planning Packet
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03-15-1999 Planning Packet
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^ 1 Bonestroo <br />Rosene <br />Anderlik& <br />|\J| Associates <br />Engineers & Architects <br />March 9.1999 <br />Elizabeth Van2tomeren <br />City Planner/Zoning Administrator <br />City of Orono <br />Post Office Box 66 <br />Crystal Bay. MN 55323 <br />Re: Carriage Hill Subdivision <br />File No. 139-2467 <br />Bonestroo. Rosene. Anderhk and Associates. Inc is an Affirmative Action/Bquat Opportunity Employer <br />Principals: Otto G. Bonestroo. PE. • Joseph C. Anderitk. PE. • Marvin L Sorvala. PE. • <br />Richard E Turner. PE • Glenn R CooH. PE • Robert G. Schunicht. PE. • Jerry A Bourdon. PE. • <br />Robert W. Rosene. PE. and Susan M. Eberlin. C PA.. Senior Consultants <br />Associate Principals: Howard A. Sanford. PE. • Keith A Gordon. PE. • Robert R. Pfefferle. PE. • <br />Richard W Foster. PE. • David O. Loskota. P£. • Robert C. Russek. A l A. • Mark A. H»isoa PE. • <br />Michael T. Rautmann. PE • Ted K Field. PE. • Kenneth P Anderson. PE. • Mark R. Rolfs. P£. • <br />Sidney P Williamson. PE.. LS • Robert F Koismith • Agnes M. Ring • Michael P Rau. PE. • <br />Allan Rick Schmidt. PE. <br />Offices: St. Paul. Rochester. Wilimar and St. Cloud. MN • Milwaukee. Wl <br />Website: wwwboncsfroo com <br />CKf- <br />riirvfcrOBdi <br />^.Ofvcrcie <br />fApe <br />Dear Liz: <br />We have reviewed the preliminary plat for the proposed six lot Carriage Hill subdivision. The site is located west of <br />Brown Road South (C.R. 146), east of Willow Drive and south of the Webber Hills neighborhood in the northwest <br />quarter of Section 10. We have the following conunents in regards to engineering matters. <br />1. Access: The proposed access location for Carriage Lane appears acceptable. We recommend that Carriage Lane <br />be constructed to a 24-foot paved width in accordance with City standards for a private street serving 3 to 6 units. <br />We also recommend that Carriage Lane be an urban street section with concrete curb and gutter and storm sewer. <br />The City should review and determine whether the 150-foot driveway across Outlot B to Lot 2 is acceptable. Final <br />plans should include a typical street section for both Carriage Lane and the driveway to Lot 1. Access to Lot 1 along <br />King Street is adjacent to an existing driveway serving the property to the north. Does it make sense to have two <br />separate driveways side by side or would a combined access be more appropriate? The proposed plan for the access <br />to Lot 1 appears to require some extensive grading. Construction easements or retaining walls may be required to <br />construct this access. It also appears that the construction of this access will impact the wetland and wetland buffer. <br />Plans should be submitted to the Minnehaha Creek Watershed District (MC\^) for their review. Geotechnical <br />reconunendations and street design should be provided for our review. <br />2. Grading: A grading and erosion control plan for the entire site should be submitted for review. Erosion control <br />measures should be in place prior to any grading, particularly along the wetland and ponding area. Additional <br />erosion control will be needed during construction of the houses and septic systems. <br />3. Drainage: As stated in # 1 above, we recommend that storm sewer should be constructed to route storm flows from <br />the street to the pond. Based on the drainage calculations submitted, it appears that the existing 12-inch CMP under <br />Willow Drive will remain in place. The CMP will act in conjunction with the proposed 15-inch CMP. We <br />reconunend that all storm pipes be RCP rather than CMP. We recommend that the pond have an outlet structure <br />that provides 1-foot of sidmming to remove floatables and debris. Some Type of permanent erosion control <br />measures should be installed downstream from the pond to prevent sedimentation in French Lake. We have attached <br />additional comments from our water resources department regarding water quantity and quality. <br />4. Utilities: City sewer exists just south of the site on Willow Drive. The City should review and determine whether <br />they intend to ever provide sewer service to this area. <br />5. Easements: Final plattir 4 should include 33 feet of dedicated right-of-way for C.R. 146 and 66 feet of dedicated <br />right-of-way for Willow Drive. Does Outlot A have any impact on access to the lot south of Willow Drive? The <br />drainage and utility easements shown appear to be acceptable. Additional easements may be required if sanitary <br />sewer is provided. <br />6. Financial Guarantee: When the plans have been completed we will prepare an estimate of the total cost for the site <br />improvements to determine the amount of the financial guarantee required. <br />2335 West Highway 36 • St. Paul, MN 55113 ■ 651-636-4600 ■ Fax; 651-636-1311
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