Approved, MG 7-25-13.

Correction, MG 6-13-13, 7-11-13.

1.  Drainage Report:  If applicable complete the Drainage Certification found in the Drainage Design Guidelines Appendix C-3, along with backup calculations (areas and weighted coefficients) stamped by a civil Engineer (http://www.muni.org/Departments/works/project_management/Pages/Publications.aspx). Otherwise, Provide a drainage report prepared and stamped by a civil engineer licensed in the State of Alaska per the 2007 DCM Ch:2.  Reference the 2007 Drainage Design Guidelines, Appendix A for preparation of a Drainage Report (follow the outline beginning on page A-3 and include relevant forms) to be submitted with the drainage and grading plan.  Please provide drainage calculation inputs and results from modeling on a CD (EPA SWMM digital format or equivalent as applicable).  Not Resolved, MG 7-11-13.  Resolved, MG 7-25-13.

2.  All fills shall be placed in lifts not exceeding 12 inches.  Not Resolved, MG 7-11-13.  Resolved, MG 7-25-13.

3.  ADVISORY NOTE:  Roof drainage concentrated by downspouts or similar devices shall not be directed across sidewalks, driveways, or parking areas (DCM 2.2.D.16).