2003-120 Council Resolution - Laserfiche WebLink

Home Search

Hailey Manor Page 3 July 1, 2003 City of Lino Lakes, Minnesota 6. It is recommended that soil borings and a geotechnical report be provided. The subgrade must be accepted by the City Engineer prior to placement of Class 5 aggregate base. In the event the subgrade is determined to be unsuitable by the City Engineer, the subgrade shall be cut, removed, and replaced with select granular material. The depth of the subgrade cut shall be determined by a geotechnical engineer and approved by the City. 7. Currently, storm sewer is provided on Arlo Lane and none provided on Lois Lane. Storm sewer shall be furnished and installed on Lois Lane, as needed, as part of the reconstruction of Lois Lane. It is recommended that the existing drainage conditions at the Lois Lane/Country Lane intersection area be evaluated further to determine if at least some storm sewer or drainage improvements should be constructed as part of this project. Additional Utility Comments 1. Sanitary sewer service pipe shall be SDR 26 or SCH 40 and ductile iron water pipe shall be CL 52. Gate Valves shall be Mueller A-2370-20 with mechanical joints, meeting AWWA Specifications C500-61. Valve Boxes shall be Mueller H-10357 with H-10361 drop lid and extensions shall be Mueller H-10363. All sanitary sewer and storm sewer manholes and appurtenances shall be furnished and provided as required by the City of Lino Lakes. A separate detail sheet showing all applicable standard plates of the City of Lino Lakes shall be provided. 2. Sanitary sewer and watermain system materials and installation methods shall follow the City of Lino Lakes engineering standards. A utility plan with notes referring to City of Lino Lakes and CEAM details and other pertinent construction notes must be provided. 3. The Developer shall provide to the City of Lino Lakes a copy of the completed MPCA Sanitary Sewer Permit, including correspondence and approval of Metropolitan Council Environmental Services (MCES). The Developer shall provide to the City of Lino Lakes a copy of the completed MDH permit for watermain installation. 4. Utility installations shall be installed in accordance with the recommendations of a geotechnical analysis and report. 5. It appears that this development proposes to construct new single family homes with City utilities. while retaining some existing homes that are currently served by well and septic systems. It is expected that any existing homes to remain as part of this project will be connected to City sewer and water, and shall have existing septic and wells removed and capped accordingly per MPCA and MDH standards. The developer shall be responsible for addressing these issues as may be required with the appropriate regulatory agency. The developer shall also be aware that the Minnesota Department of Health has very specific rules regarding the minimum distance that a sanitary sewer may be placed from and existing well (50 feet for sewer mains and 20 feet for services). The developer shall address these issues with the State accordingly prior to approval of the plans and commencement of any construction activity. 6. Profile sheets must be provided for sewer and watermain installation on Lois Lane.