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WETLAND G16,910 SFWETLAND E67,678 SFWETLAND D23774 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONWETLAND XLIMITS OFCONSTRUCTIONBLOCK 1 <br />B <br />L <br />O <br />C <br />K <br /> <br /> <br />2 <br />BLOCK 8 <br />B <br />L <br />O <br />C <br />K <br /> <br /> <br />3 <br />B <br />L <br />O <br />C <br />K <br /> <br /> <br />9 <br />OUTLOTB(224 <br />,692 <br /> SF <br />)OUTLOTE(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=916.521"=915.21, 2-YR=915.64BASIN 4NWL=913.00OUTLET EL=913.00OUTLET EOF=914.50100-YR HWL=914.871"=913.27, 2-YR=913.97EOFEOFEOF914.50EOF35'35'EOFEO <br />F8.5%8.8%8.80%6.30%6.34%4.90%3.58%4.19%3.11%6.00%4.54%4.12%6.05%7.44%7.46% <br />7.23%4.09%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 SOILSN89°40'02"E 1320.77RIPRAP EOFIE=913.50TYP.4" PERFORATEDPVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,TYP.CB92CBMH91FES90FES101 (2)FES100 (2)FES15CBMH14CBMH13CBMH12ACBMH12.2FES10FES80CBMH81CB82OS2SEE DETAILFOR WEIRFES1(DO NOT INSTALL FES ORRIPRAP IN CREEK/DITCHCHANNEL, FIELD ADJUSTIF NEEDED)CB12BFES110CBMH111CB11213+0014+0015+0016+0017+0018+0019+002 <br />0 <br />+ <br />0 <br />0 <br />2 <br />1 <br />+ <br />0 <br />0 <br />22+00 <br />23+0024+0024+659+5410+0011+00 12+00 13+00 <br />9+85 10+00 11+00 12+00 13+00 <br />0+000+44HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094521+0022+0023+0024+0025+0025+50161ST STREET NORTHEXISTING GRADEPROPOSED GRADEVPI STA = 24+09.15 <br />VPI ELEV = 914.96 <br />VPI STA = 24+65.00 <br />VPI ELEV = 915.4790.00 V.C.HP ELEV = 918.33HP STA = 20+39.24VPI STA = 20+50.00VPI ELEV = 918.50K=56.502.00%-2.00%-0.99%EG: 916.28 <br />FG: 918.20 <br />EG: 916.62 <br />FG: 918.31 <br />EG: 916.98 <br />FG: 918.32 <br />EG: 917.00 <br />FG: 918.22 <br />EG: 917.01 <br />FG: 918.01 <br />EG: 917.03 <br />FG: 917.76 <br />EG: 916.78 <br />FG: 917.51 <br />EG: 916.49 <br />FG: 917.27 <br />EG: 916.26 <br />FG: 917.02 <br />EG: 915.85 <br />FG: 916.77 <br />EG: 915.48 <br />FG: 916.53 <br />EG: 915.07 <br />FG: 916.28 <br />EG: 914.75 <br />FG: 916.03 <br />EG: 914.34 <br />FG: 915.79 <br />EG: 913.88 <br />FG: 915.54 <br />EG: 913.44 <br />FG: 915.29 <br />EG: 913.12 <br />FG: 915.05 <br />EG: 913.09 <br />FG: 915.27 <br />EG: 913.21 <br />FG: 915.77 <br />EG: <br />FG: <br />EG: <br />FG: <br />EG: <br />FG: <br />EG: <br />FG: <br />CB12B <br />STA: 24+10.00 OS: 13.55 R <br />RIM: 914.65 <br />IE (N)=912.01 <br />CB12A <br />STA: 24+09.15 OS: 13.55 L <br />RIM: 914.65 <br />IE (S)=911.76 <br />IE (E)=911.76 <br />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 SUMMARYDATEDESCRIPTIONC5.2STREET AND STORMSEWER PLAN ANDPROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR