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MULTI-RESIDENTIAL 1 <br />FFE=923.00 <br />GARAGE=912.00 <br />MULTI-RESIDENTIAL 1 <br />FFE=923.00 <br />GARAGE=912.00 <br />LOBBY AND <br />COMMON AREA <br />FFE=923.00 <br />GARAGE=912.00 <br />STORMWATER POND <br />NWL=912.00 <br />HWL=917.35 <br />9269 <br />2 <br />8 <br />9209109 <br />1 <br />0 <br />9 <br />1 <br />0 <br />9109189109229249 <br />2 <br />6 <br />9209104.8:14 <br />. <br />3 <br />: <br />1 <br />4. <br />7 <br />: <br />13.7:13.8:15.9:1 <br />4.8:1 <br />5.5:1 10:1 <br />3:14.7:13 <br />3 <br />. <br />3%3:10. <br />7% <br />4.0% <br />8.5%5.0%3.5%3.3%7. <br />3 <br />% <br />9.5 <br />%12.1%4.1%4.8:1916 <br />914 <br />FG=22.50 <br />FG=22.50 <br />FG=20.00 <br />FG=22.50 <br />FG=23.00 <br />FG=23.00 <br />FG=23.00 FG=23.00 <br />FG=23.00 <br />FG=21.00FG=23.00FG=23.00FG=23.00 <br />TW=19.00 <br />TW=21.00 <br />TW=23.00 <br />TW=23.00 <br />TW=23.00 TW=23.00 <br />TW=23.00 TW=23.00 <br />TW=23.00 TW=23.00 <br />TW=23.00 <br />BW=20.00 <br />BW=20.00 <br />BW=20.00 BW=20.00 <br />BW=20.00 BW=20.00 <br />BW=20.00 BW=20.00 <br />BW=20.00 <br />BW=12.00 <br />BW=12.00 <br />BW=12.00 <br />BW=12.00 <br />BW=13.68 <br />BW=15.71 <br />BW=17.50 <br />BW=16.64 <br />BW=15.45 <br />BW=16.78 <br />TW=19.84 <br />TW=18.54 <br />TW=17.61TW=18.00 <br />TW=18.15 <br />TW=18.30 <br />FG=20.00 <br />FG=21.00 <br />FG=21.00 <br />EOF=21.90 <br />0.1%2.8% <br />EOF=21.90 <br />2.0%2.0%FG=24.38 <br />FG=26.52 <br />FG=30.93 <br />FG=17.00 <br />FG=16.60 <br />TW=26.03 BW=20.00BW=26.00 BW=19.39 <br />BW=26.73 <br />TW=26.73 <br />TW=25.20TW=27.37 <br />BW=22.50 <br />TW=26.00 <br />FG=20.00 <br />FG=20.00 <br />10:1 10:110:110:110:13:13:13:13:12.6:14.2:14.4:1 <br />2.0% <br />EOF=18.9011.7%TW=19.27 <br />TW=17.00 <br />TW=17.00 <br />TW=19.27 <br />BW=19.27 <br />BW=16.25 <br />BW=15.50 <br />BW=19.27 <br />RETAINING WALL <br />1.9% <br />1.9% <br />EOF=16.31 <br />EOF=16.31 <br />EOF=16.90 <br />RETAINING WALL <br />BW=12.50 <br />BW=12.50 <br />TW=16.86 <br />TW=16.87 <br />11.4:1 <br />4.5:1 <br />3.7: <br />1 <br />KENZI <br />E <br />T <br />E <br />R <br />R <br />A <br />C <br />E <br />( <br />C <br />O <br />U <br />N <br />T <br />Y <br />R <br />D <br />1 <br />5 <br />3 <br />)STINSON PARKWAYC-303 <br />GRADING <br />PLAN SOUTH <br />Drawn By: <br />Issue Date: <br />Project #:5005-0003 <br />RAGTHE VILLAGE LLC DEVELOPMENTTHE VILLAGE, LLC1907 WAYZATA BLVD, SUITE 250M:\5005\0003\DESIGN\CAD\PLANSHEETS\C-303 Grading Plan South.dwgDescription:Date:WAYZATA, MN 55391Issue #:ST. ANTHONY VILLAGE, MINNESOTA12/06/2017 <br />1Issue #Prepared For:XX/XX/XXXXDESCRIPTIONISSUE #Sheet #: <br />Sheet Title:1/25/2018 2:08:36 PMDate: <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS <br />PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM A <br />DULY REGISTERED PROFESSIONAL <br />ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />License #: <br />WARNING: <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL <br />COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. <br />THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR <br />THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED <br />STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING <br />CONSTRUCTION AT NO COST TO THE OWNER. <br />TWIN CITY AREA: 651-454-0002 <br />TOLL FREE 1-800-252-1166 <br />CALL BEFORE YOU DIG <br />PROPERTY LINE <br />GRADING LEGEND <br />SETBACK LINE <br />EASEMENT LINE <br />PROPOSED STORM SEWER <br />PROPOSED CATCH BASIN <br />PROPOSED MANHOLE <br />1.00% <br />FL=9XX <br />PROPOSED SPOT ELEVATION <br />(ALL ELEVATIONS ARE TO FLOWLINE UNLESS <br />OTHERWISE NOTED) <br />ME=9XX <br />TC=9XX <br />MATCH EXISTING SPOT ELEVATION <br />TOP OF CURB SPOT ELEVATION <br />EOF=9XX EMERGENCY OVERFLOW SPOT ELEVATION <br />HP=9XX HIGH POINT SPOT ELEVATION <br />PROPOSED RIDGE / VALLEY / BREAKLINE <br />PROPOSED SLOPE ARROW <br />EXISTING STORM STRUCTURE <br />EXISTING STORM SEWER <br />EXISTING CONTOUR <br />PROPOSED CONTOUR9XX <br />NOTE: SEE C-501 STORM SEWER PLAN FOR <br />STORM SEWER DESIGN DETAILS <br />FG=9XX FINISHED GRADE SPOT ELEVATION <br />TW=9XX TOP OF WALL SPOT ELEVATION <br />BW=9XX BOTTOM / TOE OF WALL SPOT ELEVATION <br />CONSTRUCTION LIMITS <br />EOF FLOW ARROW