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2022.08.15 CC Packet
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2022.08.15 CC Packet
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10/13/2022 11:55:23 AM
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10/13/2022 11:46:41 AM
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City Council
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WETLAND A63,337 SFWETLAND D110,900 SFWETLAND F15,661 SFBLOCK 6BLOCK 5BLOCK 5BLOCK 7BLOCK 5OUTLOTD(42,299 SF)OUTLOTC(113,813 SF)OUTLOTC(113,813 SF)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=914.84EOF10'EOFWETLAND D4 2806 SFEOF3.90%9.40%5.23%8.96%9.42%6.80%6.86%4.47%5.95%7.05%7.48%7.56%7.10%2.64%6.00%6.37%6.36%4.75%6.21%8.22%6.49%S00°50'53"W 1320.444" PERFORATEDPVC DRAIN TILE,TYP.CB73CBMH72CBMH71FES70FES60FES61FES63FES62FES50CBMH51CB5214+0015+0016+0017+009+8510+0011+0012+0013+0014+0014+98HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0015+47FENWAY COURT NORTHEXISTING GRADEPROPOSED GRADE0.57%-0.66%1.74%2.00%-2.00%-1.74%VPI STA = 9+85.00VPI ELEV = 917.99VPI STA = 13+70.00VPI ELEV = 917.57 <br />VPI STA = 14+47.00 <br />VPI ELEV = 918.91 <br />VPI STA = 10+00.00VPI ELEV = 918.29VPI STA = 10+35.00VPI ELEV = 917.59 <br />VPI STA = 14+93.00 <br />VPI ELEV = 918.1190.00 V.C.HP ELEV = 918.47HP STA = 12+10.30VPI STA = 12+13.73VPI ELEV = 918.61K=72.90VPC STA = 11+68.73VPC ELEV = 918.35VPT STA = 12+58.73VPT ELEV = 918.3112" STORM SEWER CROSSINGEG:FG:EG:FG:EG:FG:EG:FG:EG: 915.57FG: 918.29EG: 915.10FG: 917.79EG: 914.97FG: 917.67EG: 914.98FG: 917.82EG: 915.24FG: 917.96EG: 915.40FG: 918.10EG: 915.40FG: 918.24EG: 914.78FG: 918.38EG: 915.41FG: 918.46EG: 915.54FG: 918.46EG: 915.72FG: 918.36EG: 916.42FG: 918.20EG: 916.87FG: 918.03EG: 916.91FG: 917.87EG: 916.59FG: 917.70EG: 916.26FG: 917.66EG: 915.85 <br />FG: 918.09 <br />EG: 915.81 <br />FG: 918.53 <br />EG: 915.74 <br />FG: 918.86 <br />EG: 915.70 <br />FG: 918.42 <br />EG: <br />FG: <br />EG: <br />FG: <br />EG: <br />FG: <br />CBMH72STA: 10+35.00 OS: 13.55 LRIM: 917.29IE (S)=914.23IE (NE)=914.23CBMH71STA: 10+35.00 OS: 13.54 RRIM: 917.29IE (SW)=914.09IE (NE)=914.09SUMP=3.00'CB52STA: 13+70.00 OS: 13.54 LRIM: 917.28IE (E)=914.28CBMH51 <br />STA: 13+69.79 OS: 13.54 R <br />RIM: 917.28 <br />IE (W)=914.14 <br />IE (E)=914.14 <br />SUMP=3.00'LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONB <br />L <br />O <br />C <br />K <br /> <br /> <br />3BLOCK 6BLOCK 4OUTLOTC(113 <br />,813 <br /> SF <br />)BASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.721"=914.91, 2-YR=914.91EOFEOF10'10'3.19%2.99%3.68%3.63%3.97%8.70%6.86%4.05% <br />3.40% <br />4.95 <br />% <br />4. <br />4 <br />8 <br />% <br />4 <br />. <br />7 <br />9%3.69%5.22%3.88% <br />8.91% <br />7.40% <br />7.4 <br />1 <br />%10'10'S89°29'46"W 1319.69CBMH32CBMH33CBMH34CB3518+00 <br />19+ <br />0 <br />0 <br />20 <br />+ <br />0 <br />0 <br />21+00 <br />21+82 <br />10+00 <br />11+00 <br />12+0013+0014+0014+18HORIZONTAL SCALE: 1"=50'VERTICAL SCALE: 1"=10'87087588088589089590090591091592092593093594094587087588088589089590090591091592092593093594094510+0011+0012+0013+0014+0015+0015+02FERRA AVENUE NORTHEXISTING GRADEPROPOSED GRADE-7.80%-1.96%0.66%-0.66%2.00%-2.00%VPI STA = 10+00.00 <br />VPI ELEV = 917.20 <br />VPI STA = 10+10.00 <br />VPI ELEV = 916.42 <br />VPI STA = 13+64.47 <br />VPI ELEV = 916.92 <br />VPI STA = 13+88.47 <br />VPI ELEV = 916.45VPI STA = 14+03.47 <br />VPI ELEV = 916.75 <br />VPI STA = 14+18.47 <br />VPI ELEV = 916.4590.00 V.C.HP ELEV = 917.70HP STA = 12+25.21VPI STA = 12+25.24VPI ELEV = 917.85K=67.85VPC STA = 11+80.24 <br />VPC ELEV = 917.55 <br />VPT STA = 12+70.24 <br />VPT ELEV = 917.55 <br />EG: <br />FG: <br />EG: <br />FG: <br />EG: <br />FG: <br />EG: <br />FG: <br />EG: 917.03 <br />FG: 917.20 <br />EG: 917.35 <br />FG: 916.52 <br />EG: 917.46 <br />FG: 916.69 <br />EG: 917.56 <br />FG: 916.85 <br />EG: 917.66 <br />FG: 917.02 <br />EG: 917.30 <br />FG: 917.18 <br />EG: 916.95 <br />FG: 917.35 <br />EG: 916.85 <br />FG: 917.51 <br />EG: 916.59 <br />FG: 917.65 <br />EG: 916.22 <br />FG: 917.70 <br />EG: 915.90 <br />FG: 917.65 <br />EG: 915.69 <br />FG: 917.52 <br />EG: 915.52 <br />FG: 917.35 <br />EG: 915.49 <br />FG: 917.18 <br />EG: 915.73 <br />FG: 917.02 <br />EG: 915.97 <br />FG: 916.72 <br />EG: 915.91 <br />FG: 916.68 <br />EG: <br />FG: <br />EG: <br />FG: <br />EG: <br />FG: <br />EG: <br />FG:EG: <br />FG: <br />CB35 <br />STA: 10+10.24 OS: 13.55 R <br />RIM: 916.12 <br />IE (E)=913.12 <br />CBMH34 <br />STA: 10+10.24 OS: 13.54 L <br />RIM: 916.12 <br />IE (W)=912.98 <br />IE (E)=912.98 <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 SUMMARYDATEDESCRIPTIONC5.5STREET AND STORMSEWER PLAN ANDPROFILE............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR01" = 50'-0"50'-0"25'-0"N
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