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PL PACKET 02262018
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PL PACKET 02262018
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Last modified
4/9/2018 8:40:08 AM
Creation date
2/20/2018 3:22:59 PM
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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=911.00 <br />HWL=915.92 <br />922 <br />918 <br />920 <br />918 <br />924926920 <br />922 <br />920 <br />918 <br />922924918920 <br />922 920918922 9229209 <br />2 <br />0 <br />910910910 <br />922922924926 <br />3.7:13.8:12 <br />. <br />0%2.5%3:1 <br />3:1 <br />3 <br />: <br />1 <br />3:13:1 <br />2.6%9.1:17.5:16.6:1 <br />6.4:1 19.1%21.2%16.8%7.7%2.0%0. <br />7%5.8%8.5% <br />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%9.5 <br />% <br />2 <br />. <br />1%3.3%4.1%12.1%918 <br />9 <br />1 <br />6 <br />922 <br />916 <br />914 <br />2 <br />. <br />1% <br />914918916 <br />920 <br />918 <br />922 <br />920918920918920918922926928926 <br />928 9269289 <br />2 <br />4 <br />9 <br />1 <br />8 <br />9 <br />1 <br />8 918EOF=17.58 <br />920924926 <br />EOF=25.80 <br />EOF=25.50 <br />EOF=22.30 <br />EOF=23.50 <br />1.9%2.1%2.0% <br />2.0% <br />2.1% <br />2. <br />0 <br />% <br />EOF=17.30 <br />EOF=17.50 <br />EOF=17.43 <br />EOF=17.50 <br />EOF=17.37 <br />1.4% <br />2 <br />. <br />1%2.4%11.4%7.8:18.4%4.8% <br />3.5%2.0% <br />1.9% <br />2.0% <br />2.7 <br />% <br />920 <br />922 <br />4 <br />. <br />3% <br />FG=17.62 <br />FG=23.47 <br />FG=23.92 <br />FG=21.22 <br />FG=24.99 <br />FG=24.38 <br />CONCRETE STEPS <br />2.4%1.4%4.5% <br />2.8% <br />FG=24.87 <br />12.2% <br />1 <br />0 <br />. <br />2 <br />% <br />3.4%18.1%15.3% <br />8. <br />9 <br />% <br />FG=23.97 <br />FG=17.51 <br />FG=16.60 <br />FG=17.00 <br />RETAINING WALL <br />TW=23.00 <br />BW=17.00 <br />BW=19.89 <br />BW=20.97BW=21.80 <br />BW=17.00 <br />TW=21.86 <br />TW=21.47 <br />TW=24.00 <br />TW=22.30 <br />RETAINING WALL <br />BW=12.00 <br />BW=16.24 <br />BW=20.00 <br />BW=20.00 <br />BW=16.61 <br />BW=12.00 <br />BW=13.00 <br />BW=13.85 BW=13.42 <br />BW=13.00 <br />BW=15.67 <br />BW=15.54BW=17.05 <br />BW=17.05 <br />TW=20.50 <br />TW=18.39 <br />TW=22.50 <br />TW=22.50 <br />TW=21.62 <br />TW=21.00 <br />TW=18.00 <br />TW=19.17 <br />TW=18.26 <br />TW=17.55 <br />TW=17.55 <br />TW=18.32 <br />TW=19.39 <br />TW=20.00 <br />RETAINING WALL <br />RETAINING WALL <br />RETAINING WALL <br />RETAINING WALL <br />RETAINING WALL <br />RETAINING <br />WALL <br />BW=17.50 <br />BW=15.71 <br />BW=12.00 <br />BW=12.00 BW=13.68 <br />BW=15.45 <br />BW=17.00 <br />TW=19.00 <br />TW=18.30 <br />TW=18.00 TW=17.50 <br />TW=18.54 <br />TW=19.84TW=21.008.1%FG=27.00 <br />FG=26.00 <br />FG=25.00 FG=22.00 FG=22.00 FG=18.00 <br />BW=18.00 BW=18.00 <br />BW=24.00 <br />BW=27.00 <br />TW=27.00 <br />TW=27.00 <br />TW=27.00TW=27.00 <br />FG=27.00 <br />FG=26.00 <br />FG=26.00 <br />FG=24.00 <br />FG=23.00 <br />FG=26.13 <br />FG=27.00 <br />FG=27.00 <br />FG=27.00 <br />FG=27.00 <br />FG=27.00 <br />FG=27.00 <br />FG=27.00 <br />FG=27.00 FG=23.00 <br />FG=23.00 <br />FG=22.50 <br />FG=18.00 FG=18.00 FG=22.00 FG=22.00 <br />FG=20.00 <br />FG=20.00FG=23.00FG=23.00 <br />FG=23.00 <br />FG=23.00 <br />FG=23.00 FG=23.00 FG=20.00 <br />FG=20.00FG=18.00 <br />FG=22.50 FG=23.00 <br />FG=23.00 <br />FG=23.00 <br />FG=23.00 <br />FG=22.50 <br />FG=22.50 <br />FG=23.00 FG=23.00 FG=23.00 FG=21.00 <br />1 <br />0 <br />: <br />1 <br />3: <br />110:13:110:13:1EOF=16.00 <br />FG=23.00 <br />FG=23.00 FG=23.00 <br />FG=23.00 <br />BW=20.00 <br />BW=20.00 <br />BW=20.00 <br />BW=20.00 BW=20.00 <br />BW=20.00 BW=20.00 <br />TW=23.00 <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 <br />BW=20.002.0%4.0%EOF=21.90 <br />EOF=17.70 <br />EOF=20.32 <br />EOF=22.54 <br />EOF=19.68 <br />EOF=19.75 <br />EOF=22.30 <br />EOF=19.89 <br />EOF=16.39 <br />EOF=16.84 <br />EOF=17.79 <br />EOF=19.88 <br />EOF=19.91 <br />EOF=16.90 <br />EOF=16.31 <br />EOF=16.31 <br />C-302 <br />GRADING <br />PLAN NORTH <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-302 Grading Plan North.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 2:07:45 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 />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 />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 />1.00%PROPOSED SLOPE ARROW <br />EXISTING STORM STRUCTURE <br />EXISTING STORM SEWER <br />CONSTRUCTION LIMITS <br />EOF FLOW ARROW
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