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>>>>>>>>>>>>>>>>>>>>>>>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>>874.21873.77872.64873.49873.63873.27873.99873.38873.84873.31873.45874.13874.16874.83873.88873.85 873.42873.91873.52873.49873.36873.19873.34873.98874.40875.03875.40875.13873.40872.90873.30873.18875.38875.16874.64872.87C <br />875.35875.00874.11873.58 <br />875.47875.40874.14873.44874.25875.16875.33874.44873.85874.89874.27873.66 <br />874.33874.17873.67 <br />874.21 <br />874.19873.65874.17 <br />874.04 <br />873.58 <br />873.54 <br />873.49873.67874.30875.05875.41875.23874.74873.34873.30C 873.29873.15873.68874.01874.48873.75874.95873.53875.63875.76875.65875.64875.49875.6828 LF VALLEY GUTTER <br />@ 0.35% <br />VALLEY GUTTER <br />873.20' <br />EOF <br />VALLEY GUTTER <br />873.10' <br />100 LF SAWCUT BITUMINOUS PAVEMENT - FULL DEPTH <br />950 SF REMOVE BITUMINOUS DRIVEWAY PAVEMENT <br />SALVAGE AND REUSE EXISTING GRAVEL (LUMP SUM) <br />< 5 CY COMMON EXCAVATION (LUMP SUM) TO LOWER EAST AREA ~0.40' <br />10 SY CONCRETE VALLEY GUTTER <br />106 SY BITUMINOUS DRIVEWAY PAVEMENT - 4" THICK <br />< 1 CY TOPSOIL & SEED (LUMP SUM) <br />873.30' <br />EST. SPILLWAY HEIGHT <br />ASSUMES 0.1' WEIR <br />6.4%6.1%8.4%4.6%7.9%4.9%H:\LTCANADA_CI_MN\0N1125241\CAD\C3D\MISC-125241-Stanke Drainage Analysis - 5b.dwg 6/26/2024 4:46:35 PMR <br />209 Ryan Drive - Drainage Concerns <br />Little Canada, MN <br />Figure 4 - Proposed Solution - Lower Eastern Driveway <br />June 2024 <br />R <br />209 RYAN DRIVE <br />STANKE MOTOR SPORTS