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Ms. Katie Larsen <br />June 2, 2016 <br />Page 2 <br /> <br /> <br /> \\mspfsv02.lps.local\Studios\Active Projects\CLL16007 - Clearwater Creek Business Park in Lino Lakes MN\From Others <br />(Original Data)\20160602 Engineering Review Lino Lakes United Properties.docx <br />8. Silt fence and/or sediment control logs need to be shown at all wetland locations where <br />construction is proposed and/or nearby and show silt fencing between proposed pond and <br />existing drainage channel where storm sewer is shown. <br /> <br />9. Identify seeding and restoration of disturbed areas. <br /> <br />10. Include HWL, NWL, and bottom elevation in pond detail. <br /> <br />11. Identify Gopher State One Call Ticket Number to verify all existing utilities are identified <br />on the plans. <br /> <br />12. General Notes updates: <br /> <br />• Update note 3 to identify the latest version of the City General Specifications and <br />Detail Plates dated 2016. <br /> <br />• Update note 4 to identify a minimum notification to the City Public Works of 72 <br />hours (not 48). <br /> <br />13. Water Main Notes updates: <br /> <br />• Update note 2 to the following verbiage: Maintain 24-inch minimum vertical <br />clearance between sewer and water main crossings. Maintain 10-foot horizontal <br />clearance between water main and sewer. <br /> <br />• Update note 4 to remove the “if applicable” note. <br /> <br />14. Sanitary Sewer Notes updates: <br /> <br />• Add the following note: Sanitary sewer pipes to be joined to the sanitary <br />manholes with approved resilient rubber joint to make them gas tight or water <br />tight. Connections to existing sanitary manholes shall be core drilled. <br /> <br />15. Storm Sewer Notes updates: <br /> <br />• Update note 4 to include the following verbiage: All joints to be wrapped with <br />geotextile fabric (STR-11). <br /> <br />16. The project plans need to include Erosion Control Notes. <br /> <br />17. The applicant shall review the southwest corner of the north parking lot which may have <br />standing water as proposed. <br /> <br />18. Identify boulevard grades to verify minimum grade of 2% and maximum of 4:1 slopes. <br /> <br />19. Minimum bituminous surface grade of 1% NOT achieved at access road along the east <br />side of the building (0.5%) or along the north side of the building (0.85%).