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150TH STREET N3 4321OUTLOT C121234>>>>>>>>>>>>BLOCK 1FFE 935.75BUILDING BFFE 935.6BUILDING DFFE 935.6BUILDING CFFE 935.75BUILDING A>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>934.60' HP934.90' HP934.60' HP934.10' LP934.40' LP934.10' LP934.54'934.61'1.6%2.5%934.90' HP935.20' HP934.90' HP934.66'934.59'2.6%1.5%934.76'934.69'0.7%2.5%934.75'935.05'0.5%7.2%2.0%7.3%2.0%7.8%7.8%7.8%1.4%1.5%1.5%934.13'934.21'7.2%2.0%2.0%935.30'935.40'1.6%936.20'3.8%2.5%936.20'936.20'3.0%5.0%935.45' HP7.8%935.60'935.60'1.4%2.3%935.60'935.60'4.6%3.1%934.1' ±MATCH934.0' ±MATCH7.1%2.0%2.6%2.4%935.75'934.84'934.90'934.91'934.92'935.75'7.1%2.0%7.0%2.0%3.0%3.4%935.75'934.79'934.66'934.63'934.50'935.75'6.9%2.0%935.100.6%935.25'0.8%1.5%934.68'934.73'934.60' TCEOF1.0%934.95'935.33'1.4%935.87'936.20'935.87'936.20'EOF 935.75'935.42'935.42'935.75'935.42'935.42'935.75'935.42'935.42'935.75'0.6%0.6%935.75'935.42'935.42'935.75'935.42'935.42'935.75'935.42'935.42'935.75'935935 935935935 935934935 934935933935935934932931935933935934933935935935935935.60'935.60'935.27'935.27'935.60'935.27'935.60'935.27'935.22'935.03'934.98'934.80'935.27'935.60'935.27'935.60'935.27'935.27'935.60'935.27'935.27'935.60'935.01'935.21'935.25'935 SEE SHEET C-201MATCHLINE SEE SHEET C-204MATCHLINEA1GRADING PLAN - AREA 21" = 20'9030SCALE IN FEET Know what's below. Call before you dig. RSCH18002PROJECT NO.NOT FORCONSTRUCTIONSHEET CERTIFICATIONISSUEDATESHEET INDEXPROJECTD E S I G NCIVIL ENGINEERING | LANDSCAPE ARCHITECTURE310 4TH AVE SOUTH, SUITE 1006MINNEAPOLIS, MN 55415www.elanlab.comp 612.260.7980f 612.260.7990123456EDCBA I hereby certify that this plan, specificationor report was prepared by me, or under mydirect supervision, and that I am a dulyLicensed Professional Engineer under thelaws of the state of MINNESOTA.Stephen M. Johnston1891403/12/2021NOT FORCONSTRUCTIONREGISTRATION NO.DATEONEKA LAKERESERVEHUGO, MNONEKA LAKERESERVE, LLC.12928 JODY AVE. NHUGO, MN 55038651-303-0471PRELIMINARY PLAT,SITE PLAN,VACATION ANDREZONING REVIEW03/12/2021C-202GRADING PLANAREA 2NOTES1.SEE SHEET C-003 FOR GRADNIG AND DRAINAGE NOTES.2.PROVIDE 2.0% SLOPE ON PATIOS. EXPOSE PATIO FOUNDATIONS TOA MAXIMUM 8" HEIGHT WHERE SLOPE CANNOT BE TIED OUT AT AMAXIMUM 4:1 SLOPE. TIE IN PATIOS AT BUILDING F, H AND I AT AMAXIMUM 3:1 SLOPE.LEGENDMAJOR EXISTING CONTOURMINOR EXISTING CONTOURMAJOR PROPOSED CONTOURMINOR PROPOSED CONTOUR966.3' ±MATCHMATCH EXISTING966.35' HPHIGH POINTLOW POINTTOP OF CURB966.35' LP966.35' TC10861085EMERGENCY OVERFLOWEOF