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WETLAND A63,337 SFWETLAND F15,661 SFWETLAND G16,910 SFLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFWETLAND XBLOCK 1BLOCK 7BLOCK 8BLOCK <br /> 3BLOCK <br /> 6BLOCK 9BLOCK 9BLOCK <br /> 9OUTLOTE(29,702 SF)OUTLOTB(224,692 SF)OUTLOTC(113,813 SF)OUTLET 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=914.84BASIN 3NWL=915.00OUTLET EL=915.00100-YR HWL=916.521"=915.21, 2-YR=915.64EOFEOFEOFEOF35'EOFEOFEOFEOFEOF8.5%8.8%8.80%6.30%6.34%4.90%3.90%8.69%7.98%8.92%9.38%10.00%9.47%3.19%9.59%8.70%6.05%7.44%7.46%7.23%4.05%3.40%4.95%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%4.47%5.95%7.05%8.91%7.40%7.41%2.64%6.00%6.37%6.36%4.75%6.21%8.22%7.71%5.3%7.1%7.1%6.9%8.8%9.9%PVC DRAIN TILE,4" PERFORATEDPVC DRAIN TILE,4" PERFORATEDPVC DRAIN TILE,TYP.CB92CBMH91FES90FES101 (2)CBMH12AFES80CBMH81CB82CB73CBMH72CBMH71FES70FES60FES25CBMH24CBMH23CBMH22STMH21FES20FES110CBMH111CB112CBMH24A14+0015+0016+0017+0018+0019+0020+0021+0022+0023+001 <br />4 <br />+ <br />0 <br />0 <br />15+0016+0017+001 <br />8 <br />+ <br />0 <br />0 <br />19+009+8510+00 11+00 12+00 <br />1 <br />3 <br />+ <br />0 <br />0 <br />14+0015+0016+0017+0018+0019+0020+0020+369+85 10+00 <br />11+00 <br />12+0013+0014+00 <br />14+18HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0021+21162ND STREET NORTHEXISTING GRADEPROPOSED GRADE-0.53%0.55%-0.61%0.54%-2.00%-1.00%2.00%-1.26%2.00%2.00%-2.00%VPI STA = 9+85.75VPI ELEV = 917.74VPI STA = 12+25.00VPI ELEV = 917.97 <br />VPI STA = 15+30.00 <br />VPI ELEV = 918.15 <br />VPI STA = 10+14.25VPI ELEV = 917.74VPI STA = 10+37.75VPI ELEV = 917.51 <br />VPI STA = 19+80.00 <br />VPI ELEV = 914.63 <br />VPI STA = 20+20.66 <br />VPI ELEV = 915.45 <br />VPI STA = 10+00.00VPI ELEV = 918.03 <br />VPI STA = 20+34.91 <br />VPI ELEV = 915.1690.00 V.C.HP ELEV = 918.47HP STA = 11+21.23VPI STA = 10+95.00VPI ELEV = 918.66K=35.5790.00 V.C.HP ELEV = 918.81HP STA = 13+97.89VPI STA = 14+00.00VPI ELEV = 918.94K=77.3790.00 V.C.HP ELEV = 918.63HP STA = 16+32.07VPI STA = 16+50.00VPI ELEV = 918.80K=49.85VPC STA = 10+50.00VPC ELEV = 917.75VPC STA = 13+55.00VPC ELEV = 918.69 <br />VPC STA = 16+05.00 <br />VPC ELEV = 918.56 <br />VPT STA = 11+40.00VPT ELEV = 918.42 <br />VPT STA = 14+45.00 <br />VPT ELEV = 918.67 <br />VPT STA = 16+95.00 <br />VPT ELEV = 918.23 <br />EG:FG:EG:FG:EG:FG:EG:FG:EG: 919.58FG: 918.03EG: 919.07FG: 917.64EG: 918.32FG: 917.75EG: 917.44FG: 918.17EG: 917.40FG: 918.40EG: 917.24FG: 918.47EG: 917.32FG: 918.37EG: 917.35FG: 918.23EG: 917.36FG: 918.10EG: 917.36FG: 917.97EG: 917.18FG: 918.11EG: 916.75FG: 918.25EG: 915.97FG: 918.39EG: 915.62FG: 918.52EG: 915.53FG: 918.66 <br />EG: 915.91 <br />FG: 918.78 <br />EG: 915.83 <br />FG: 918.81 <br />EG: 915.97 <br />FG: 918.76 <br />EG: 916.25 <br />FG: 918.64 <br />EG: 916.51 <br />FG: 918.48 <br />EG: 916.36 <br />FG: 918.33 <br />EG: 915.96 <br />FG: 918.18 <br />EG: 915.61 <br />FG: 918.26 <br />EG: 914.79 <br />FG: 918.39 <br />EG: 914.65 <br />FG: 918.53 <br />EG: 914.49 <br />FG: 918.62 <br />EG: 914.79 <br />FG: 918.60 <br />EG: 914.78 <br />FG: 918.44 <br />EG: 915.10 <br />FG: 918.17 <br />EG: 915.77 <br />FG: 917.85 <br />EG: 916.05 <br />FG: 917.54 <br />EG: 916.12 <br />FG: 917.22 <br />EG: 916.00 <br />FG: 916.91 <br />EG: 915.72 <br />FG: 916.59 <br />EG: 915.32 <br />FG: 916.27 <br />EG: 914.29 <br />FG: 915.96 <br />EG: 914.65 <br />FG: 915.64 <br />EG: 914.86 <br />FG: 915.33 <br />EG: 915.03 <br />FG: 915.01 <br />EG: 915.30 <br />FG: 914.70 <br />EG: 915.60 <br />FG: 915.03 <br />EG: 915.05 <br />FG: 915.36 <br />EG: <br />FG: <br />EG: <br />FG: <br />EG: <br />FG: <br />EG: <br />FG: <br />CB82STA: 12+25.00 OS: 13.54 LRIM: 917.67IE (E)=914.67CBMH81STA: 12+25.00 OS: 13.54 RRIM: 917.67IE (W)=914.54IE (E)=914.54SUMP=3.00' <br />CB73 <br />STA: 15+30.00 OS: 13.55 R <br />RIM: 917.85 <br />IE (N)=914.85 <br />CB 112STA: 10+37.75 OS: 13.55 LRIM: 917.21IE (E)=914.50CB 111STA: 10+37.75 OS: 13.55 RRIM: 917.21IE (W)=914.42IE (NE)=914.42SUMP=3.00' <br />CBMH24 <br />STA: 19+80.00 OS: 13.55 L <br />RIM: 914.34 <br />IE (S)=911.19 <br />IE (W)=911.19 <br />IE (NE)=911.19 <br />CB24A <br />STA: 19+80.00 OS: 13.55 R <br />RIM: 914.34 <br />IE (N)=911.35 <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 SUMMARYDATEDESCRIPTIONC5.4STREET AND STORMSEWER PLAN ANDPROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR