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[13] Electrical TransmissionEasement per Doc. No. 185981 [15] Encroachment onto Sanitary SewerEasements per Doc. No. 3170523 and[17] Sewer Easement per Doc. No. 287225 <br />S89°29'46"W 1319.69S00°50'53"W 1320.44 <br />Edge of WaterEdge of WaterWETLAND A63,656 SFWETLAND D110,900 SFWETLAND H1555 SF(DITCHED)WETLAND F16,078 SFWETLAND 858,590 SFDITCH 7LIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONLIMITS OFCONSTRUCTIONBASIN 1NWL=914.50OUTLET EL=914.50100-YR HWL=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.46EOFEOFEOFEOFEOF35'EOFEOFWETLAND D4 2806 SF <br />FES25IE=914.50STMH11RE=913.50IE=909.89SUMP IE=905.89FES20IE=910.50STMH21RE=916.00IE E=911.23IE NW=911.43SUMP IE=907.23(2) CBMH22RE=914.94IE=911.55CBMH23RE=914.94IE SW/E=911.69IE S=911.89FES30IE=911.50STMH31RE=913.50IE=911.55SUMP IE=907.55CBMH32RE=914.84IE=912.40CBMH33RE=914.85IE=912.54FES50IE=913.50CBMH51RE=917.02IE=913.58IE SUMP=909.59CB52RE=917.14IE=913.72FES60IE=914.00FES61IE=914.50FES70IE=914.00CBMH 71RE=917.07IE=914.08SUMP IE=910.08CBMH72RE=917.07IE=914.2228 LF 12" RCPSTORM @ 0.50%17 LF 12" RCPSTORM @ 0.50%79 LF 12" RCPSTORM @ 0.63%128 LF 15" RCPSTORM @ 2.07%28 LF 15" RCPSTORM @ 0.50%23 LF 18" RCPSTORM @ 0.50%146 LF 18" RCPSTORM @ 0.50%171 LF 15" RCPSTORM @ 0.50%10 LF 15" RCPSTORM @ 0.50%28 LF 15" RCPSTORM @ 0.50%29 LF 12" RCPSTORM @ 0.50%16 LF 12" RCPSTORM @ 0.50%CBMH34RE=916.27IE=913.34CB35RE=916.27IE=913.4828 LF 12" RCPSTORM @ 0.50%322 LF 12" RCPSTORM @ 0.25%CB23ARE=915.29IE=912.2572 LF 12" RCPSTORM @ 0.50%CB73RE=917.60IE=914.4750 LF 12" RCPSTORM @ 0.50%CBMH24RE=915.74IE=911.8532 LF 15" RCPSTORM @ 0.50%4" PERFORATEDPVC DRAIN TILE,TYP.4" PERFORATEDPVC DRAIN TILE,Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060COPYRIGHT CIVIL SITE GROUP INC.cPROJECT <br />P <br />R <br />E <br />L <br />I <br />M <br />I <br />N <br />A <br />R <br />Y <br />: <br />N <br />O <br />T <br /> <br />F <br />O <br />R <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />NISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION............PROJECT NUMBER:1830112/13/20REVISED CITY SUBMITTAL12/23/20REVISED CITY SUBMITTAL1/5/20WATERSHED SUBMITTAL1/26/21....12/4/20CITY SUBMITTALDRAWN BY:REVIEWED BY:mp, ktmp, kt..............202044263Matthew 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.12.13.20The Meadows at Hugo <br />Hugo, MN <br />6001 Glenwood Avenue, Golden Valley, MN 55422 <br />Golden Valley Land CompanyCITY RESUBMITTALREVISION SUMMARYDATEDESCRIPTIONC4.4UTILITY PLAN(STORM)............UTILITY LEGEND:01" = 50'-0"50'-0"25'-0"NKnow what'sbelow.before you dig.CallRCATCH BASINGATE VALVE AND VALVE BOXSANITARY SEWERSTORM SEWERWATER MAINPROPOSED FIRE HYDRANTMANHOLEFES AND RIP RAPCITY OF HUGO UTILITY NOTES:1.CONTRACTOR TO COORDINATE THE EXISTING UTILITY INFRASTRUCTUREALONG EXISTING PORTIONS OF FINALE WITH ALL UTILITY COMPANIES WHO MAYBE INVOLVED. RELOCATION, REMOVAL OR PROTECTION OF EXISTING UTILITIESMUST BE AGREED UPON AND COORDINATED PRIOR TO CONSTRUCTION.2.ACCESS TO KEYSTONE PLACE (ADJACENT PROPERTY) SHALL BE MAINTAINEDDURING UTILITY CONNECTIONS. COORDINATE PLAN WITH CITY PRIOR TOCONSTRUCTION.3.CONTRACTOR TO INSTALL 4" OF RIGID INSULATION PER DETAILS ON ALLSANITARY SEWER PIPES WITH LESS THAN 8' OF COVER.RCWD UTILITY NOTES:1.DEVELOPER MUST PROVIDE AN AS-BUILT SURVEY OF THE INVERT ELEVATIONSOF ALL CULVERTS EXTENDING INTO JD3 (DRAINAGE DITCH).1.1.OS 61, FES 60