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KEN <br />ZI <br />E <br />T <br />E <br />R <br />R <br />A <br />C <br />E ( <br />C <br />O <br />U <br />N <br />T <br />Y <br />R <br />D 153)STINSON PARKWAYMULTI-RESIDENTIAL 1 <br />FFE=923.00 <br />GARAGE=912.00 <br />ASSISTED SENIOR LIVING <br />FFE=923.00 <br />GARAGE=913.00 <br />INDEPENDENT SENIOR LIVING <br />FFE=927.00 <br />GARAGE=917.00 <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 />STORMWATER POND <br />NWL=911.00 <br />HWL=915.92 <br />922 <br />924 <br />920 <br />918 <br />924926920 <br />922 <br />920 <br />918 <br />9229249289209109109 <br />1 <br />0 <br />910918920 <br />922 <br />9 <br />2 <br />0 91892 <br />0 <br />910910910 <br />9229249 <br />2 <br />6 <br />920922924926 <br />5 <br />. <br />0 <br />: <br />1 4.7 <br />:1 <br />4 <br />. <br />3 <br />: <br />13.7:13.8:15.9:1 <br />4.8:1 <br />5.5:1 3:1 <br />3:14.6:14.2%2. <br />6% <br />2 <br />. <br />0%2.5%3:1 <br />3:1 <br />3 <br />: <br />1 <br />3:13:1 <br />2.6%5.9:17.5:16.6:1 <br />6.4:1 5.2:14.7:16.0:112.9:12.0%1. <br />3 <br />% <br />8.9%5.0%1.7 <br />% <br />2.2% <br />3. <br />3%3.6%3.0%3.7%3.0%4.6% <br />3.5%3.3%6.5 <br />%6.3%11.4%5.5% <br />2 <br />. <br />1%3.3%4.1%10.9%13.6%4.8:1918 <br />9 <br />1 <br />6 <br />922 <br />916 <br />914 <br />2 <br />. <br />1% <br />914 <br />918 <br />916 <br />916 <br />920 <br />920 <br />916918 <br />922 <br />92091892091892091892292892692 <br />4 <br />9 <br />1 <br />8 <br />9 <br />1 <br />8 <br />EOF=17.58 <br />EOF=17.50 <br />EOF=17.43 <br />EOF=17.50 <br />EOF=17.37 <br />23.5%4.4:1 EOF=18.90 <br />EOF=25.50 <br />EOF=21.909223. <br />7 <br />%922EOF=21.90 <br />EOF=23.50926 <br />920 <br />10:110:13:110:13:110:110:1 <br />10 <br />: <br />1 <br />10:13:13:13:1 <br />EOF=16.00922PATIO <br />EL=923.00 <br />PATIO <br />EL=927.00 <br />PATIO <br />EL=923.00PATIOEL=927.00EOF=17.30 <br />EOF=17.41 <br />EOF=22.30 <br />EOF=22.54 <br />9 <br />2 <br />0 <br />EOF=20.32 <br />EOF=19.68 <br />EOF=19.75 <br />EOF=22.30 <br />EOF=19.89 <br />EOF=19.91 <br />EOF=19.88 <br />EOF=16.90 <br />EOF=17.79 <br />EOF=16.39 <br />EOF=16.84 <br />EOF=16.31 <br />EOF=16.31 <br />C-301 <br />GRADING <br />PLAN <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-301 Grading Plan.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 2:06:43 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 STORM SEWER <br />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