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WETLAND F15,661 SFWETLAND G16,910 SFWETLAND E67,678 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONB L O C K 2 BLOCK 8 B L O C K 3 BLOCK 9 B L O C K 9 OUTLOTB(224 ,692 SF )OUTLOTE(29,702 SF)OUTLOTOUTLOT1"=914.56, 2-YR=914.84BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64BASIN 4NWL=913.00EOFEOFEOFEOF35'35'EOFEOFEOF EOF8.5%8.8%8.80%6.30%6.34%4.90%3.90%9.52%8.69%7.98%3.58%4.19%3.11%6.00%4.54%4.12%6.05%7.44%7.46%7.23%3.85%3.79%4.09%2.64%6.00%3.76%4.21%4.61%6.7%6.9%6.7%5.3%4.85%4.68%5.3%7.1%7.1%6.9%8.8%9.9%ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSRIPRAP EOFIE=913.504" PERFORATEDPVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,TYP.CB92CBMH91FES90FES101 (2)FES100 (2)FES15CBMH14CBMH13CBMH12ACBMH12.2STMH11FES10FES80CBMH81CB82CB73OS2SEE DETAILFOR WEIRFES1(DO NOT INSTALL FES ORRIPRAP IN CREEK/DITCHCHANNEL, FIELD ADJUSTIF NEEDED)CB12BFES110CBMH111CB112CB12.116+0017+0018+0019+0020+00 21+00 22+0023+0024+0024+659+5410+0011+00 12+00 13+00 14+00 9+85 10+00 11+00 12+00 13+00 14+000+000+380+00 1+002+002+590+00 0+550+00 0+77 0 + 0 0 1+00 2+00 2+13 1+00 1+21 0+000+440+000+54HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+55CB92 -FES90CB92 STA: 0+00.00 OS: 0.00 RIM: 917.20 IE (N)=914.2028 LF 15" RCP @0.37%29 LF 18" RCP @0.39%FES 90IE=913.99INSTALLRIP RAPEXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.CBMH91 STA: 0+27.09 OS: 0.00 RIM: 917.20 IE (S)=914.10 IE (N)=914.10 SUMP=3.00'8" WATERMAIN CROSSINGHORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+77FES100(2) - FES101(2)77 LF 18" RCP (2)@ 0.40%FES 100 (2)IE=914.70FES 101 (2)IE=915.00EXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.8" WATERMAIN CROSSINGHORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+5527 LF 15" RCP @0.26%CBMH112 - FES11028 LF 12" RCP @0.30%CB 112STA: 0+00.00 OS: 0.00RIM: 917.21IE (E)=914.50CB 111STA: 0+26.83 OS: 1.52 R RIM: 917.21 IE (W)=914.42 IE (NE)=914.42 FES 110IE=914.35INSTALL RIPRAPHORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'8808858908959009059109159209259309359409459509558808858908959009059109159209259309359409459509550+001+001+38CB82STA: 0+00.00 OS: 0.00 RRIM: 917.67IE (E)=914.6728 LF 12" RCP @0.48%CBMH81STA: 0+27.09 OS: 0.00RIM: 917.67IE (W)=914.54IE (E)=914.54SUMP=3.00'11 LF 12" RCP @0.47%CB82 - FES8028 LF 12" RCP @0.48%11 LF 12" RCP @0.47%FES 80IE=914.49INSTALL RIPRAPEXISTINGGRADE, TYP.PROPOSEDGRADE, TYP.24" WATERMAIN CROSSING8" SAN. SEWER CROSSINGCivil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT 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 Hugo, MN 11460 Robinson Dr. NW, Minneapolis, MN 55433 Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC5.6STREET AND STORMSSEWER PLAN ANDPROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR