Agenda - Council - 07/12/1994 - Laserfiche WebLink

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City of Ramsey 15153NOWTHEN BOULEVARD N.W., RAMSEY, MINNESOTA 55303 PHONE (612) 427-1410 FAX (612) 427-5543 TTD (612) 427-8591 July 6, 1994 Mr. Jack M_i/ter Juniper Ridge Partnership 4140 Terrace Lane Minnetonka, MN 55343 Re: Request for final plat approval of River Bluffs 2nd Addition Jack: We are in receipt of your proposal for final plat approval of River Bluffs 2nd Addition. The plat consists of two (2) sheets prepared by McCombs Frank Roos Associates, Inc., dated received by the City on June 24, 1994. We are also in receipt of the Grading and Erosion Control Plan and Street Plan consisting of 3 sheets drawn by Gregory J. Frank of McCombs Frank Roos Associates, Inc. dated June 12, 1992, Revision F. We offer the following comments: .General: The entirety of River Bluffs is approximately 60 acres in size. The approved pretirrfina_,-2,., plat proposed to subdivide the land into 25 single family residential lots and approximately 24 acres of open space. The first addition consisted of 13 lots and the developer is nov,, proposing to final plat the remaining 12 lots. Lot Dimensions and Areas: In accordance with-the approved preliminary plat and subdivision design standards for lots in the Scenic River Overlay DisPel, all lots meet the 150 foot minimum lot width at the street frontage or building setback line. ~tre.et$. The lots in the plat will be served by an extension of Oneida Street north to connect with Oneida in Stanhope River Hills. Lots 1-5 of Block 2 will be served by the construction of a cul-de-sac extending to the east off of Oneida StreeL The cul-de-sac does not exceed the 600 foot maximum len~h restriction. Grading and Drainage. All but the northernmost 250 feet of roadway will drain via curbiine flow to the intersection of 153rd Avenue N.W. an~ Oneida Street N.W. where it wilt be transmitted via catch basins and storm sewers to a detention and sedimentation pond before ultimate discharge to the Rum River. The catch basins, storm sewer and detention ponds have been consnmcted under the final phase of development and were designed to accommodate the runoff from this addition. Erosion control practices should be employed to minimize sediment from reaching the existing catch basins. The Lower Rum River Water Management Organization issued a permit for the construction of this subdivision. Tine sedimentation basin must be cleared following turf re-establishment, if necessary. Park Dedication. A trail corridor was dedicated along the northern boundary of the plat in the first addition. Park dedicafon for the second addition will consist of grading the trail and a cash contribution of $8,400.00 (12 lots × $700 per lot).