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WETLAND A63,337 SFWETLANDWETLANDWETLAND F15,661 SFLIMITS OFCONSTRUCTIONBLOCK 6BLOCK 7BLOCK 5 <br />B <br />L <br />O <br />C <br />K <br /> <br /> <br />9 OUTLOTD(42,299 <br /> SF <br />)OUTLOTC(113 <br />,813 <br /> SF <br />)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.691"=914.56, 2-YR=914.84EOFWE <br />T <br />L <br />A <br />N <br />D <br /> <br />D <br />4 <br /> <br />2 <br />8 <br />0 <br />6 <br /> <br />S <br />F <br />EOF9.40%5.23%8.96%9.42%6.80%4.47%5.95%7.05%6.00%6.37%6.36%4.75%6.21%8.22%7.71%6.49%S00°50'53"W 1320.44 <br />4" PERFORATEDPVC DRAIN TILE,TYP.CB73CBMH72CBMH71FES70FES60FES61FES63FES62FES50CBMH51CB52FES2514 <br />+ <br />0 <br />0 <br />15+0016+0017+001 <br />8 <br />+ <br />0 <br />09+8510+0011+0012+0013+00 <br />14+0 <br />0 <br />0+00 <br />0+950+000+800+000+440+000+000+24FES62 - FES63HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+2424 LF 15" RCP @1.91%FES 62IE=915.72FES 63IE=916.17EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+95CB73 - FES70CB73 <br />STA: 0+00.00 OS: 0.00 <br />RIM: 917.85 <br />IE (N)=914.8551 LF 12" RCP @1.24%CBMH72 <br />STA: 0+50.01 OS: 0.00 <br />RIM: 917.29 <br />IE (S)=914.23 <br />IE (NE)=914.2328 LF 15" RCP @0.52%CBMH71 <br />STA: 0+77.10 OS: 0.00 <br />RIM: 917.29 <br />IE (SW)=914.09 <br />IE (NE)=914.09 <br />SUMP=3.00'18 LF 15" RCP @0.50%FES 70IE=914.00INSTALL RIPRAPEXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.8" WATERMAIN CROSSING8" SAN. SEWER CROSSING24" WATERMAIN CROSSINGHORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+80FES61 - FES6080 LF 15" RCP @0.49%EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.FES 60IE=914.11FES 61IE=914.508" WATERMAIN CROSSING8" SAN. SEWER CROSSINGHORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+44CB52 - FES50CB52STA: 0+00.00 OS: 0.00RIM: 917.28IE (E)=914.2828 LF 12" RCP @0.52%CBMH51STA: 0+27.09 OS: 0.00RIM: 917.28IE (W)=914.14IE (E)=914.14SUMP=3.00'17 LF 12" RCP @0.84%EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.FES 50IE=914.00INSTALL RIPRAP8" WATERMAIN CROSSING8" SAN. SEWER CROSSINGCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT <br />ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION4/29/21CONSTRUCTION PLANS5/7/21CONSTRUCTION PLANS5/28/21CONSTRUCTION PLANS6/1/21WATERSHED RESUBMITTAL6/14/21CONSTRUCTION PLANS7/21/21SANITARY REVISIONSPROJECT NUMBER:DRAWN BY:REVIEWED BY:8/26/21UTIL REVISIONS8/30/21UTIL REVISIONS9/24/21UTIL REVISIONS10/18/21WATER/SANITARY SERVICE REVISIONS10/25/21REVISED WATERMAIN2/4/22APPROVED FOR CONSTRUCTION SET6/8/22FINAL PLAT SUBMITTAL PHASE 2COPYRIGHT CIVIL SITE GROUP INC.c44263Matthew 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.06/08/2212/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/213/8/21REVISED WETLAND PLANS12/4/20CITY SUBMITTALCITY RESUBMITTAL3/26/21FINAL PLAT SUBMITTAL18301MP, KT, BJMP, KTThe Meadows at Hugo <br />Hugo, MN <br />11460 Robinson Dr. NW, Minneapolis, MN 55433 <br />Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.9STREET AND STORMSSEWER PLAN ANDPROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR