Laserfiche WebLink
N89°40'02"E 1320.77WETLANDWETLAND G16,910 SFWETLAND E67,678 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK <br /> 1 <br />B <br />L <br />O <br />C <br />K <br /> <br /> <br />2 <br />BLO <br />C <br />K <br /> <br /> <br />8 <br />BL <br />O <br />C <br />K <br /> <br /> <br />9OUTLOTE(29 <br />,702 <br /> SF <br />)OUTLOTA(83 <br />,216 <br /> SF <br />)OUTLOTA(83 <br />,216 <br /> SF <br />)BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.41BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.93EOFEOFEOF914.50EOFE <br />O <br />F10.82%10.84%11.16%7.44%7.38%7.33%2.91%3.44%2.24%4.44%3.45%3.50%4.54% <br />5.42% <br />5.43% <br />5.37%3.48%3.16%3.43%3.74%2.51%2.93%3.32%3.25%3.60%3.61%5.01%6.41%6.11%5.76%6.96%9.21%EXIST. 42" MET COUNCIL <br />SANITARY SEWER <br />4" PVC SAN. (TYP)1" PVC WAT. (TYP)4" PVC SAN. (TYP)1" PVC WAT. (TYP)EX 8" PVC SANSERVICE8" DIPWATERMAINHYD & GV,TYP.24" DIPWATERMAINCONNECT TOEXISTING 24"DIP WATER MAINEX. 16" DIPWATER MAINEX. 24" DIPHYD & GV,TYP.24" DIPWATERMAINHYD & GV,TYP.8" DIPWATER MAINSAN MH 6SAN MH 6ASAN MH 7SAN MH 8SAN MH 31SAN MH 32SAN. WYE STA=3+39.00SAN. WYE IE=908.76SAN. STUB IE=910.06CURB STOP ELEV.=919.2510+00 11+00 12+0013+0014+0015+0016+0017+0018+0019+002 <br />0 <br />+ <br />0 <br />0 <br />21 <br />+ <br />0 <br />0 <br />2 <br />2 <br />+ <br />0 <br />0 <br />23+0024+0024+659+5410+0011+00 12+00 13+00 <br />9+85 10+00 11+00 12+00 13+00HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00EXISTING GRADEPROPOSED GRADE161ST STREET NORTHGATE VALVE <br />STA: 18+15.25 OS:10.01 R <br />11.25° BEND <br />STA: 18+24.80 OS:10.02 R <br />24X24X8 TEE <br />STA: 18+20.21 OS:10.02 R <br />24X24X6 TEE <br />STA: 17+25.29 OS:9.85 R <br />24" 90° BENDSTA: 16+50.15 OS:9.72 R <br />22.5° BENDSTA: 19+12.15 OS:5.54 RMATCH EXISTINGCENTERLINE 919.77EXISTING LOW POINT /CATCH BASINSSAN MH 32 <br />STA: 16+96.23 OS: 0.20 L <br />RIM: 918.83IE (E)=909.56 <br />BUILD: 9.3'115 LF 8" PVC SDR 35 @ 0.40%SAN MH 31STA: 18+10.42 OS: 0.00RIM: 918.03IE (W)=909.10 <br />IE (N)=909.00 <br />BUILD: 9.0' <br />SAN MH 8STA: 20+25.05 OS: 0.00RIM: 918.35IE (NE)=908.13 <br />BUILD: 10.2'24" DIP WATER MAIN7.5' MIN.COVERCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT <br />ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP <br />R <br />E <br />L <br />I <br />M <br />I <br />N <br />A <br />R <br />Y <br />: <br />N <br />O <br />T <br /> <br />F <br />O <br />R <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo <br />Hugo, MN <br />11460 Robinson Dr. NW, Minneapolis, MN 55433 <br />Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC4.1SAN. SEWER ANDWATER MAIN PLANAND PROFILE. .. .. .. .. .. .01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR