09/14/2005 P&Z Packet - Laserfiche WebLink

Home Search

• • • September 6, 2005 Michael Grochala Community Development Director City of Lino Lakes 600 Town Center Parkway Lino Lakes, MN 55014 -1182 Dear Mr. Grochala: S E P 0 b 2005 RE: Lino Lakes, Minnesota Lakewood Apartments Site Plan Review SEH No. A- LINOL0305.10 14.00 Identified below are our review comments for the proposed Lakewood Apartments site at Legacy at Woods Edge, prepared by Hartford Group. Plans for the proposed building were submitted to the City of Lino Lakes for review on August 15, 2005. Site Layout and Paving Plan (Sheet C2.0) 1. Place handicap accessible curb ramps at the end of handicap parking loading zones rather than where shown so as to not force pedestrians out into traffic lanes to access pedestrian ramps. 2. It is recommended that the parking lot be analyzed for truck turning movements to ensure that the parking layout will allow access for moving vans. Erosion Control and Grading Plan (Sheet C3.0) 1. Connection to the existing sanitary stub should be made at elevation 893.61. 2. The trench drain on the north end of the main building does not have an outlet. 3. The trench drain, as shown, will conflict with the water main. 4. CBs 105 and 106 are 13 feet deep. Constructing them at this depth will be difficult and will encroach into the Mn/DOT right -of -way. 5. There are various spots in the parking lot where gutter line grades are less than the minimum allowable grade of 0.5 %. 6. Gutter tipouts must be shown on the plans. 7. In the southwest corner of the parking lot, a 908 contour is shown incorrectly (intersects curb where flowline is 907.26). 8. Spot elevations must be shown at all building corners and all curb corners in the parking lot. 9. The proposed storm sewer system does not have an outlet. All storm water runoff must be captured internally on the site and conveyed to the storm water pond to the northeast. The plans must show the construction of the entire trunk storm system all the way to the pond outlet. Even though the trunk storm line is shown on the Woods Edge Hotel submittal, this submittal must be able to stand alone and not depend on another submittal being approved and built to provide the trunk storm line. 10. The northern most building appears that it may have sidewalk sloping toward the building. 11. The proposed water main shall be looped through the hotel site to the northeast. 12. The grade at the drive entrance to Town Center Parkway will exceed 6 %. 13. Infi- Shield neoprene sealing sleeves (or equal) to be used on all manholes.