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BUILDING H <br />BUILDING L <br />BUILDING G <br />BUILDING K <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />8+00 <br />9+00 <br />10+00 11+00 <br />9+57.18 <br />7+21.73 <br />8+75 <br />>> <br />933.68 LP <br />934.17HP <br />0. <br />6 <br />% <br />0. <br />6 <br />% <br />0.6% <br />0.8 <br />5 <br />% <br />0. <br />8 <br />5 <br />% <br />FFE 934.9 <br />GFE 934.2 <br />FFE 935.3 <br />GFE 934.6 <br />933.34TBC <br />3.9% <br />933.74TBC <br />2.0% <br />934.04TBC <br />2.0% <br />933.97TBC <br />2.5% <br />933.66SW <br />4.7% <br />934.25SW <br />2.0% <br />FFE 935.4 <br />GFE 934.7 <br />FFE 936.2 <br />GFE 935.5 <br />934.43 SW <br />4. <br />9 <br />% <br />935.02 SW <br />2. <br />2 <br />% <br />935.8 <br />935.0 <br />935.0 <br />934.8(TYP) <br />935.8 <br />935.6(TYP) <br />934.8 <br />934.8 <br />932.5 <br />932.35 <br />934.50 <br />934.50 <br />934.50 <br />934.50 <br />934.90 <br />934.90 <br />934.90934.90 <br />935.0 <br />935.0 <br />934.30(TYP) <br />934.70(TYP) <br />934.17TBC <br />933.84TBC <br />2.2% <br />933.85933.35 <br />935.8 935.8 <br />934.99 <br />HWL(TYP) <br />4:1 (TYP) <br />4:1 (TYP) <br />934.40 <br />934.40 <br />934.15 <br />934.80 <br />934.80 <br />934.9 <br />934.8 <br />934.55 <br />934.9 <br />935.7 <br />935.7 <br />933.5 EOF <br />93 <br />1 <br />93 <br />2 <br />93 <br />0 <br />92 <br />8 <br />92 <br />6 <br />92 <br />4 <br />92 <br />9 <br />92 <br />7 <br />92 <br />5 <br />93 <br />3 <br />934 <br />933 <br />932 <br />931 <br />932 <br />931 <br />931 <br />932 <br />933 <br />935 <br />934 <br />933 <br />932 <br />932.5 <br />92 <br />2 <br />92 <br />3 <br />935 <br />934 <br />93 <br />4 <br />93 <br />4 <br />9 <br />3 <br />4 <br />9 <br />3 <br />4 <br />934933 <br />934 <br />93 <br />3 <br />9 <br />3 <br />8 <br />9 <br />3 <br />6 <br />9 <br />3 <br />4 <br />9 <br />3 <br />2 <br />9 <br />2 <br />9 <br />934 <br />934 <br />935 <br />935 <br />MATCHLINE <br />SEE SHEET C-201 <br />MA <br />T <br />C <br />H <br />L <br />I <br />N <br />E <br />SE <br />E <br /> <br />S <br />H <br />E <br />E <br />T <br /> <br />C <br />- <br />2 <br />0 <br />4 <br />C4-B <br />C-501 <br />A1 GRADING PLAN - AREA 3 <br />1" = 20' <br />6020 <br />SCALE IN FEET <br /> <br />Know what's below. <br /> Call before you dig. <br /> R <br />DRW25001 <br />PROJECT NO. <br />PRELIMINARY PLAT, <br />SITE PLAN, AND <br />REZONING REVIEW <br />04/20/26 <br />NOT FO <br />R <br />CONST <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />SHEET <br />CERTIFICATION <br />REVISION DATE <br />ISSUE <br />PROJECT <br />D E S I G N <br />C I V I L E N G I N E E R I N G | L A N D S C A P E A R C H I T E C T U R E <br />3 1 0 4 T H A V E S O U T H , S U I T E 1 0 0 6 <br />M I N N E A P O L I S , M N 5 5 4 1 5 <br />www.elanlab.comp 612.260.7980 <br />f 612.260.7990 <br />1 2 3 4 5 6 <br />E <br />D <br />C <br />B <br />A <br />I hereby certify that this plan, specification <br />or report was prepared by me, or under my <br />direct supervision, and that I am a duly <br />Licensed Professional Engineer under the <br />laws of the state of MINNESOTA. <br />Stephen M. Johnston <br />18914 04/20/2026 <br />NOT FO <br />R <br />CONST <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />REGISTRATION NO. <br />DATE <br />ONEKA LAKE <br />RESERVE <br />HUGO, MN <br />ONEKA LAKE, LLC <br />DON WILLENBRING <br />2120 WUTHERING <br />HEIGHTS ROAD <br />EAGAN, MN 55122 <br />651-363-3915 <br />C-203 <br />GRADING PLAN <br />AREA 3 <br />LEGEND <br />MAJOR EXISTING CONTOUR <br />MINOR EXISTING CONTOUR <br />MAJOR PROPOSED CONTOUR <br />MINOR PROPOSED CONTOUR <br />930.00' ± <br />MATCH MATCH EXISTING <br />930.00' HP HIGH POINT <br />LOW POINT <br />TOP OF CURB <br />930.00' LP <br />930.00' TBC <br />1086 <br />1085 <br />NOTES <br />1.SEE SHEET C-003 FOR GRADNIG AND DRAINAGE NOTES. <br />2.PROVIDE 2.0% SLOPE ON PATIOS. EXPOSE PATIO FOUNDATIONS TO <br />A MAXIMUM 8" HEIGHT WHERE SLOPE CANNOT BE TIED OUT AT A <br />MAXIMUM 4:1 SLOPE. <br />EMERGENCY OVERFLOW <br />SIDEWALK930.00' SW <br />EOF