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>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />D MH STM <br />R=872.74I=I=I=I=I=I=872.40CLVTI=868.40 <br />873.12873.29873.15873.68874.01874.48873.05CLVTI=868.91873.0875.0 <br />874.0 <br />873.0 <br />874.0 874.0874.0 <br />875.0 <br />8 <br />7 <br />4 <br />. <br />0 <br />874.0 <br />875.0 <br />>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>0+00 <br />1+00 <br />2+00 <br />3+00 <br />FES <br />MH - 1 <br />SWALE GRADING LIMITS <br />BOX CULVERTVALLEY GUTTER <br />175' - 15" RCP @ 0.50%175' 15" RCP@ 0.50% <br />I=869.88 15" E <br />R=872.38 <br />BUILD = 2.51' <br />MH - 1 <br />BOX CULVERT INVERT = 868.0 <br />BOX CULVERT INSIDE TOP = 873.0 <br />1.0% SWALE 1.0% SWALE <br />DRAINAGE PIPE INVERT = 869.0 <br />H:\LTCANADA_CI_MN\0N1125241\CAD\C3D\MISC-125241-Stanke Drainage Analysis - 3_recover_recover.dwg 9/21/2023 12:49:16 PMR <br />209 Ryan Drive - Drainage Concerns <br />Little Canada, MN <br />Figure 7 - Possible Solution - Concrete Storm Sewer <br />September 2023 <br />STORM SEWER AND CATCH BASIN, COUPLED WITH <br />SWALES, REPLACES EXISTING DRAINAGE SYSTEM