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WETLAND D23774 SFLIMITS OFCONSTRUCTIONB <br />L <br />O <br />C <br />K <br /> <br /> <br />3 <br />OUTLOTB(224 <br />,692 <br /> SF <br />)OUTLOTEOFEOF35'35'9.52%8.69%7.98%3.58%4.19%3.11%6.00%4.54%4.12%3.85%3.79%4.09%3.76%4.21%4.61%ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSRIPRAP EOFIE=913.504" PERFORATEDPVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,TYP.FES15CBMH14CBMH13CBMH12ACBMH12.2STMH11FES10OS2SEE DETAILFOR WEIRFES1(DO NOT INSTALL FES ORRIPRAP IN CREEK/DITCHCHANNEL, FIELD ADJUSTIF NEEDED)CB12BCB12.124+0024+659+5410+0011+00 12+00 13+00 14+000+00 <br />1+002+002+590+00 1+00 2+00 2+13 <br />0+000+44HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+002+003+00FES15 - CB12.122 LF 12" RCP @0.38%CBMH 14STA: 0+21.16 OS: 0.00 RRIM: 915.69IE (E)=912.52IE (SW)=912.9228 LF 15" RCP @0.37%CBMH 13STA: 0+48.25 OS: 0.00 RRIM: 915.69IE (W)=912.42IE (N)=912.42FES 15IE=913.00EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.8" WATERMAIN CROSSING8" SAN. SEWER CROSSING160 LF 15" RCP @0.55%CB12.1STA: 2+13.25 OS: 0.01 RRIM: 915.28IE (S)=911.586 LF 15" RCP @0.50%CBMH12.2STA: 2+07.25 OS: 0.01 RRIM: 915.32IE (S)=911.55IE (W)=911.55IE (N)=911.55IE (E)=911.55SUMP=3.00'HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+44EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.37 LF 18" RCP @0.51%FES 1 IE=908.81DO NOT INSTALL FESOR RIPRAP IN CREEKCHANNEL, FIELDADJUST IF NECESSARYOCS2 - FES1OCS2 (SEE DETAIL) <br />STA: 0+07.27 OS: 0.00 <br />RIM: 913.50 <br />IE (SE)=909.00880885890895900905910915920925 930935940945950955HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+002+002+99CB12B - FES10EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.FES 10IE=910.58INSTALLRIP RAP8" WATERMAIN CROSSING8" SAN. SEWER CROSSINGCB12B <br />STA: 0+00.00 OS: 0.00 <br />RIM: 914.65 <br />IE (N)=912.0128 LF 15" RCP @0.92%CB12A <br />STA: 0+27.11 OS: 0.00 <br />RIM: 914.65 <br />IE (S)=911.76 <br />IE (E)=911.76 <br />55 LF 15" RCP @0.38%STMH11 <br />STA: 1+51.38 OS: 0.00 <br />RIM: 914.89 <br />IE (W)=911.17 <br />IE (E)=911.1770 LF 21" RCP @0.55%103 LF 21" RCP @0.57%CBMH12.2 <br />STA: 0+81.67 OS: 0.00 <br />RIM: 915.32 <br />IE (S)=911.55 <br />IE (W)=911.55 <br />IE (N)=911.55 <br />IE (E)=911.55 <br />SUMP=3.00'Civil 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 SUMMARYDATEDESCRIPTIONC5.7STREET AND STORMSSEWER PLAN ANDPROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR