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Last modified
2/16/2024 10:14:38 AM
Creation date
2/16/2024 10:12:47 AM
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Planning Files
Planning Files - Planning File #
1485
Planning Files - Type
Rezoning
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571-6066 <br />6875 Highway No. 65 N. E. <br />klUBURBAN P.O. Box 32308 <br />IVGINEERING Minneapolis, Minnesota 55432- <br />q t NC 890-6510 <br />® a Civil, Municipal & Environmental Engineering 12350 River Ridge Blvd. <br />Land Surveying Land Planning • Soil Testing Burnsville, Minnesota 55337 <br />MFI <br />August 10, 1984 <br />City of Roseville <br />C/O Mr. Ran Moorse <br />2660 Civic Center Drive <br />Roseville, MN 55113 <br />Re: Venture Addition; <br />Proposed Fuddruckers Restaurant <br />Drainage Plan <br />Gentlemen: <br />Enclosed are six (6) copies of the preliminary drainage plan for <br />Fuddruckers Restaurant "in Venture Addition in Roseville. Design was based <br />on an approved "master" plan for drainage in Venture Addition as approved <br />by the Rice Creek Watershed District. <br />The aforementioned master plan allowed for the type of development <br />shown using an assumed average runoff factor of 0.85. Storm sewer piping <br />and appurtenances were designed for a rainfall frequency of once in 5 years. <br />The basic overall plan for Venture Addition is to convey all runoff to <br />a large storage pond in the northeast corner of the Compten property, The <br />pond was designed using the "Hydrograph Method" for 24 hour, 4 day, 10 day, <br />5 year and 100 year frequency storms. <br />Drainage from the Fuddruckers Restaurant site will be conveyed to the <br />basic storm sewer system generally as shown on the prelimary drainage plan and <br />as follows: <br />1) Runoff from the restaurant and the area immediately surrounding <br />the restaurant would be collected by storm sewer connected to <br />the system being constructed for the Cattle Company. <br />2) The eastern portion of the property would drain to the existing <br />27" storm sewer east of the property; <br />3) The remainder of the property between the restaurant would be <br />conveyed to a proposed catch basin on the existing 27-inch storm <br />sewer through a temporary swal e as shown. Fine Associates will <br />grant Fuddruckers an easement for this purpose. <br />Therefore, all runoff will flow to the existing system and then to the pond <br />with limited surface drainage to public streets, <br />Wm. E. Jensen, Reg. Eng. Wrn. E. Price, Reg. Eng. H. William Rogers, Reg. Suru. Gary R. Harris, Reg. Surv. Eugene A. Lindhom, Reg. Eng. <br />William J. Brezinsky, Reg. Eng. Robert Sikich, Reg. Surv. Bruce A. Paterson, Reg. Eng. Daniel P. Johnson, Reg. Eng. <br />
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