11-09-06 Planning Comm. Agenda - Laserfiche WebLink

Home Browse Search

Planning Commission September 7, 2006 Page Two 4. An additional note should be added for the infiltration basin that states that no heavy equipment is allowed to drive in the area of the basin. 5. It would be our recommendation to have a straight 100-foot approach up to the intersection to allow for a perpendicular approach to Labore Road. 6. A profile view of the proposed street with curve information should be submitted. 7. Additional silt fence should be shown to cover the perimeter of the proposed storm water pond. 8. A note should be added to the plans to mill the existing bituminous prior to the final placement of the wear course. The area to be milled should be 4- feet wide and 1.5" deep. 9. The proposed 878 contour, located around the perimeter of the storm water pond, should be shown to tie into the existing 878 contour west of the pond. 10. A retaining wall is shown directly adjacent to the north property line of the development. An easement must be provided to allow room for construction. Details should be submitted as to the material and construction methods. 11. A detail was provided for the outlet control structure. The top of the casting should have the slope reversed. 12. Details should be provided for the outlet of the drain the from the infiltration basin. 13. Details should be provided that indicate proposed removals of existing structures and access points. 14. The paved radius of the cul-de-sac should be 45 feet. Utility Plan 1. A profile view of the utilities should be submitted. 2. Additional details should be provided for the sanitary sewer. Currently no rims or inverts are indicated. We also question if there is adequate space for the construction of the lift station in the location shown. Details on the lift station including proposed manufacture should be submitted for review and approval. 3. A sanitary sewer manhole should be added on the east side of Labore Road and the gravity sanitary sewer extended to that point. 4. If ductile iron pipe is used as the material for the forcemain then it must be wrapped. 5. The detail for the clean out should be revised to reflect a 4-inch service pipe. The material for the wye should also be revised to PVC. No clean out risers should be allowed within the bituminous pavement. 6. The required minimum size for the storm sewer is 15-inch RCP, except for the leads from catch basins. These are allowed to be 12-inch RCP. 7. All watermain should be required to be a minimum size of 8-inches.- - - 8. All watermain should be wrapped. In addition, stainless steel bolts shall be used on all fittings, hydrants, and valves. 9. All valve boxes shall be installed upon the valve with the use of a Gate Valve Adaptor as manufactured by Adaptor Inc. or approved equal. Ltr-090706-planning commission 10062 Flanders Court NE, Blaine, MN 55449 -Phone: (763) 780-0450 -Fax: (763) 780-0452