Agenda - Planning Commission - 11/04/2010

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Preliminary Site Plan Review -Residence at The COR October 28, 2010 • Page 7 of 9 A SWPPP plan will be required for this project, which may be able to be accomplished by a subdivision transfer of the existing master TOWN CENTER project or development of a stand-alone site specific plan. Additional inlet protection should be added to the existing downstream structures located within the • public 'streets that may be impacted by site runoff, silt fence locations should be shown on the plans to protect erosion onto public streets, and the rock construction entrance should be relocated to Civic Center Drive. The following erosion control notes should be added or amended on the plan set, or included in the SWPPP: • Any impacts to City streets (wet tap and curb cut locations) should be brought to grade with class 5 by the end of the work day and paved within 24 hours. • The contractor should have a sweeper on site or available within 3 hours. All material tracked onto City streets must be removed immediately upon discovery, or as directed by the City Engineer. • Installation of silt fence and other down gradient sediment protection measures shall be completed and inspected prior to commencement of any site activities. A detail sheet must be added to the plan set and include all infrastructure proposed; including but not limited to manholes,' catch basins, gate valves, hydrants, curb, paving sections, pipe installation, etc, Current City details for all improvements proposed within the right-of-way must also be included. Street and Building Access: The site will have shared access along Sunwood and Civic Center Drive. Both accesses shall be encumbered by a shared. access easement/agreement, which will be the applicant's responsibility'to draft and record. Traffic Generation: As part of the Town Center AUAR, a detailed traffic analysis was completed that anticipated the type and size of development shown on the plat. The proposed development is consistent with the traffic modeling system used as part of the AUAR analysis. Regional road improvements to facilitate the whole Ramsey Town Center development have been agreed upon and- have already begun construction. This proposed development does not generate more traffic than was anticipated. • Utilities: Utility stubs for water, sanitary sewer and storm sewer have been extended to the property line from the adjacent streets. The project proposes to connect to the municipal sanitary sewer and water in two separate locations; basically splitting the internal building plumbing into two distinct areas. Aire these connections adequate for the anticipated capacity from the project, and appropriate coverage for both fire suppression and domestic use? It would also appear that flammable waste should be incorporated into the design for the potential retail/restaurant space. Fire protection and hydrant coverage will be reviewed and commented on by the Fire Marshall. All watennain 6" in diameter and smaller should be class 53 DIP. All new or proposed public stonn sewer and/or connections into the existing system must be constructed with RCP. No public utilitiescan be less than 7.5' deep. Permits. The applicant is responsible to secure all required permits for this project; including but not limited to an MPCA NPDES construction permit and a Lower Ruin River Watershed Organization permit. Additionally, the contractor perfonning the work will be required to get a City license and right- of-way permit. 75