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2021.03.01 CC Packet
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2021.03.01 CC Packet
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2/25/2021 4:13:22 PM
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2/25/2021 4:04:29 PM
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City Council
Document Type
Agenda/Packets
Meeting Date
3/1/2021
Meeting Type
Regular
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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 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 <br />,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=915.64BASIN 2NWL=914.50OUTLET EL=914.50100-YR HWL=915.54BASIN 5NWL=911.50OUTLET EL=911.50100-YR HWL=913.46EOFEOFEOFEOFEOF35'10'10'EOFEOFWETLAND D4 2806 SF EXIST. 42" MET COUNCIL SANITARY SEWER <br />HYD & GV,TYP.HYD & GV,TYP.HYD & GV,TYP.HYD & GV,TYP.24" WATERMAIN8" DIPWATERMAIN24" DIPWATERMAIN8" DIPWATERMAINPROP MCES MANHOLEPROP RE=917.00EX. 42" IE (N/S)=897.96PROP 36" IE (E)=898.36EX MCES MANHOLE #57EX RE=919.04EX. 42" IE (N/S)=897.64EXISTING 316 LF 42" RCPMCES INTERCEPTOR @ 0.10%460 LF 36" PVC F679SANITARY TRUNKSEWER @ 0.10%PROP TRUNK MANHOLE APROP RE=916.50PROP 36" IE (E/W)=898.82PROP 8" IE (S)=900.69350 LF 36" PVC F679SANITARY TRUNKSEWER @ 0.10%PROP TRUNK MANHOLE BPROP RE=914.50PROP 36" IE (E/W)=899.1725' D&U EASEMENTOBTAIN FROMNEIGHBORINGPROPERTYEX MCES MANHOLE #58EX RE=916.37EX. 42" IE (N/S)=898.14EXISTING 179 LF 42" RCPMCES INTERCEPTOR @ 0.10%494 LF 36" PVC F679SANITARY TRUNKSEWER @ 0.10%HYD & GV, TYP.SAN MH 1RE=916.40IE(N)=901.26IE(SE)=901.36146 LF 8"PVC SDR26SAN @ 0.40%SAN MH 2RE=917.30IE(NW)=902.92IE(SE)=903.02142 LF 8"PVC SDR26SAN @ 0.40%116 LF 8"PVC SDR26SAN @ 0.40%SAN MH 3RE=916.50IE(NW)=903.48IE(S)=903.58IE(NE)=905.58143 LF 8"PVC SDR35SAN @ 0.40%SAN MH 5RE=915.50IE(N)=904.47IE(S/W)=904.57420 LF 8"PVC SDR35SAN @ 0.40%127 LF 8"PVC SDR35SAN @ 0.40%SAN MH 20RE=917.00IE(E)=905.08IE(SW)=905.18336 LF 8"PVC SDR35SAN @ 0.40%SAN MH 21RE=918.00IE(NE)=906.52IE(SW/NW)=906.62267 LF 8"PVC SDR35SAN @ 0.40%SAN MH 22RE=918.25IE(N)=907.79IE(SE)=907.69197 LF 8"PVC SDR35SAN @ 0.40%SAN MH 23RE=918.20IE(S)=908.58SAN MH 30169 LF 8"PVC SDR35SAN @ 0.40%199 LF 8"PVC SDR35SAN @ 0.40%SAN MH 3ARE=915.50IE(SW)=906.388" DIPWATERMAIN24" DIPWATERMAINHYD & GV,TYP.(1)45° BEND(1)11.5° BEND8X8X8 TEECONNECTION22.5° BEND90° BEND(1)22.5° BEND(1)11.5° BEND11.25° BEND11.25° BEND(1)45° BEND(1)22.5° BEND22.5° BEND11.25° BENDSAN MH 4RE=915.50IE(N)=904.05IE(S/W)=904.15118 LF 8"PVC SDR35SAN @ 0.40%90° BEND90° BEND90° BEND90° BEND4" PVC SAN. (TYP)24X24X8 TEECONNECTION24X24X8 TEECONNECTION4" PVC SAN. (TYP)1" PVC WAT. (TYP)24x24x12 TEE12" DIPWATERMAIN12" PLUG36" PLUGCivil 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 SUMMARYDATEDESCRIPTIONC4.2UTILITY PLAN(SAN WATER)............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
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