Agenda - Council - 06/28/2005 - Laserfiche WebLink

Home

Preliminary Plat and Preliminary Site Plan Review: Ramsey Town Center 8th Addition May 27, 2005 Revised: June 24, 2005 Page 3 of 7 Alignment and grade of 147th and general grading work must also be coordinated between these two developments. Staff is also recommending an additional left turn lane from Town Center Drive on to Bunker Lake Blvd. The improvements at the proposed intersection of Zeolite Street and Bunker Lake Blvd must be approved by the Anoka County Highway Department. The bituminous lift thicknesses must be specified for all proposed paving cross sections. Several of the vertical curves do not meet the minimum 20 times the algebraic difference of the tangents and must be revised. The street names must be aligned with the Anoka County street name grid. Grading' and Drainage: Staff has received a grading and drainage plan for the development and has the following comments. Stormwater calculations :have been submitted to the city, but staff has not had adequate review time as of the writing of this case. Issues that arise out of that review will be the Developer's responsibility to resolve. These calculations must also be submitted to the Lower Rum River Water Management Organization. A Stormwater Pollution Prevention Program (SWPPP) is required for this project. It must reference the SWPPP prepared for the Ramsey Town Center Project and provide for transfer of responsibility from RTC, LLC to this developer-and contractor. The rock construction entrance on the SWPPP must be replaced with the requirement for daily sweeping of adjacent streets during active construction and as required by the city. The responsibility for the SWPPP on this site must be transferred to the new owner and contractor prior to commencing construction. Grading north of Bunker Lake Blvd. exceeds the 4:1 maximum slope permitted. Any change of grades to the roadway or plat as a result of the sledding, hill that is to be constructed in Nmlh Park will be the Developer's responsibility. Grading plans for the park must be re-' submitted prior to final plat approval. Lots 1-5 and 18-22 are partly or wholly within a drainage and utility easement platted over a proposed stormwater pond. The volume and function of the pond must be provided elsewhere on site prior to release of the drainage and utility easement. Calculations supporting this change must be submitted. Additionally, these easements will need to be vacated prior to recording of the final plat. The backyards of each building are a series of depressions with catch basins. Water will build up to 875.8 before it can flow overland and leave the depressions. Lookout openings are proposed as low as 872.5. Lo,vest floor elevations may be lower than adjacent catch basin rim elevations, but ttzis will need specific approval from the LR1KWMO. Additional overflow structures will need to be installed on the west end of the pond. -266-