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WETLAND A63,337 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F15,661 SFWETLAND 858,590 SFDITCH 7LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONB <br />L <br />O <br />C <br />K <br /> <br /> <br />3BLOCK 6BLOCK 5BLOCK 4BLOCK 5BLOCK 7BLOC <br />K <br /> <br /> <br />3 <br />BLO <br />C <br />K <br /> <br /> <br />6 <br />BLOCK 5 <br />B <br />L <br />O <br />C <br />K <br /> <br /> <br />9 <br />BLO <br />C <br />K <br /> <br /> <br />9 OUTLOTD(42,299 SF)OUTLOTC(113,813 <br /> SF <br />)OUTLOTB(224 <br />,692 <br /> SF <br />)OUTLOTB(224 <br />,692 <br /> SF <br />)OUTLOTC(113 <br />,813 <br /> SF <br />)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=914.84BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.381"=911.88, 2-YR=912.17EOFEOFEOFEOFEOF35'10'10'EOFWETLAND D4 2806 SF <br />EOFEOF3.90%8.69%7.98%8.92%9.38%10.00%9.47%9.40%5.23%8.96%9.42%6.80%3.19%2.99%3.68%3.63%3.97%9.59%8.70%6.86%4.05% <br />3.40% <br />4.95 <br />% <br />4.4 <br />8 <br />% <br />4 <br />.7 <br />9%3.69%3.78%5.22%3.44%2.94%2.98%2.77%3.49%3.85%3.79%4.47%5.95%7.05% <br />3.88% <br />8.91% <br />7.40% <br />7.4 <br />1 <br />%7.48%7.56%7.10%2.64%6.00%6.37%6.36%4.75%6.21%8.22%7.71%6.49%10'10'ENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSENTIRE BERM ALONG CREEKSHALL BE CONSTRUCTED WITHIMPERMEABLE CLAY SOILSSB-7SB-8SB-9SB-10SB-11SB-12SB-4[13] Electrical TransmissionEasement per Doc. No. 185981 <br />S89°29'46"W 1319.69S00°50'53"W 1320.44 <br />N00°47'52"E 1324.35 Edge of WaterEdge of WaterCivil 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 SUMMARYDATEDESCRIPTIONC3.2GRADING PLAN (NORTH)............01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallR1.0' CONTOUR ELEVATION INTERVALGRADING PLAN LEGEND:SPOT GRADE ELEVATION GUTTERSPOT GRADE ELEVATION TOP OF CURBSPOT GRADE ELEVATION BOTTOM OF STAIRS/TOP OF STAIRSEX. 1' CONTOUR ELEVATION INTERVALSPOT GRADE ELEVATION (GUTTER/FLOW LINEUNLESS OTHERWISE NOTED)CURB AND GUTTER (T.O = TIP OUT)EMERGENCY OVERFLOWEOF=1135.52TOSPOT GRADE ELEVATION MATCH EXISTINGGRADE BREAK - HIGH POINTSWETLAND