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HUDSON BLVD <br />HUDSON <br />BLVD <br />FES <br />Inv=897.5 <br />FES <br />Inv=889.9 <br />FES <br />Inv=891.0 <br />FES <br />Inv=890.7 <br />FES <br />Inv=891.4 <br />18"CMP <br />18"CMP 18"RCPFES <br />Inv=891.3 <br />FES <br />Inv=884.8 <br />4 <br />8 <br />" <br /> <br /> <br /> <br /> <br /> R <br />.C <br />. <br />P <br />.36 <br />" <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> R <br />.C <br />.P <br />.CSAH 15 (MANNING AVE)HUDSON <br />BLVD. <br />NOR <br />T <br />H <br />TRUNK HIGH <br />W <br />A <br />Y <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />N <br />O <br />. <br /> <br />9 <br />4 <br />Metro <br />S <br />e <br />w <br />er <br />Flow <br />M <br />et <br />er <br />San M <br />H <br />Rim 9 <br />2 <br />4. <br />0 <br />8 <br />San M <br />H <br />0- <br />e <br />x <br />4 <br />8" <br />Rim 9 <br />2 <br />2. <br />8 <br />7 <br />Inv W <br />8 <br />8 <br />1. <br />7 <br />5 <br />Inv SE <br />8 <br />8 <br />2. <br />2 <br />3 <br />San M <br />H <br />0- <br />1 <br />4 <br />8" <br />Rim 9 <br />1 <br />9. <br />9 <br />3 <br />Inv E <br />8 <br />8 <br />2. <br />6 <br />8 <br />Inv N <br />W <br />8 <br />8 <br />2. <br />5 <br />8 <br />Top C <br />o <br />n <br />c <br />9 <br />2 <br />4. <br />2 <br />4 <br />San M <br />H <br />0 <br />- <br />2 <br />5 <br />4" <br />Rim 9 <br />1 <br />7. <br />1 <br />8 <br />Inv N& <br />E <br />8 <br />8 <br />4. <br />1 <br />0 <br />Inv W <br />8 <br />8 <br />3. <br />6 <br />0 <br />Inv N <br />D <br />r <br />o <br />p <br />9 <br />0 <br />0. <br />4 <br />0 <br />San M <br />H <br />1 <br />- <br />1 <br />5 <br />4" <br />Rim 9 <br />2 <br />0. <br />1 <br />0 <br />Inv E <br />9 <br />0 <br />0. <br />9 <br />8 <br />Inv S <br />9 <br />0 <br />0. <br />8 <br />8 <br />San M <br />H <br />1 <br />- <br />2 <br />5 <br />4" <br />Rim 9 <br />1 <br />5. <br />5 <br />8 <br />Inv N <br />9 <br />0 <br />1. <br />2 <br />2 <br />Inv W <br />9 <br />0 <br />1. <br />1 <br />2 <br />San M <br />H <br />1- <br />3 <br />4 <br />8 <br />" <br />Rim 9 <br />1 <br />9. <br />3 <br />1 <br />Inv N <br />9 <br />0 <br />1. <br />7 <br />4 <br />Inv S <br />9 <br />0 <br />1. <br />6 <br />4 <br />18" S <br />a <br />n <br />St <br />u <br />b <br />Inv 88 <br />4. <br />1 <br />224" <br /> San <br />24" San 24" San24" San 24" San24" San24" San24" San8" PVC San8" PVC San <br />San M <br />H <br />1 <br />- <br />4 <br />4 <br />8" <br />Rim 9 <br />2 <br />1. <br />9 <br />3 <br />Inv N <br />9 <br />0 <br />2. <br />3 <br />8 <br />Inv S <br />9 <br />0 <br />2. <br />2 <br />8 <br />Inv W <br />9 <br />0 <br />3. <br />5 <br />9 <br />8" Sa <br />n <br />St <br />u <br />b <br />at 0.4 <br />% <br />San M <br />H <br />1 <br />- <br />5 <br />4 <br />8" <br />Rim 9 <br />1 <br />7. <br />6 <br />1 <br />Inv N <br />9 <br />0 <br />2. <br />9 <br />9 <br />Inv S <br />9 <br />0 <br />2. <br />8 <br />9 <br />Inv W <br />9 <br />0 <br />4. <br />4 <br />4 <br />San M <br />H <br />E <br />x- <br />1 <br />Rim 9 <br />2 <br />2. <br />4 <br />1 <br />Inv NW <br />9 <br />0 <br />9. <br />9 <br />1 <br />Inv E <br />9 <br />0 <br />9. <br />8 <br />1 <br />Metro Sewer Trunk15" CMP StormInv 91 <br />7. <br />2 <br />Inv 91 <br />6. <br />7 <br />15" CMP Storm <br />Inv 91 <br />4. <br />7 <br />Inv 91 <br />5. <br />3 <br />15" CMP StormInv 91 <br />8. <br />0 <br />Inv 91 <br />8. <br />2 <br />15" CM <br />P <br /> <br />S <br />t <br />o <br />r <br />mInv 92 <br />0. <br />7 <br />Inv 92 <br />1. <br />136" RCP Storm Inv 920.0 DES <br />24" RCP StormInv 91 <br />3. <br />5 <br />F <br />E <br />S <br />Outlet <br />Str <br />u <br />ct <br />ur <br />e <br />Inv 91 <br />8. <br />2 <br />27" F <br />E <br />S <br />Inv 91 <br />5. <br />0 <br />F <br />E <br />S <br />Inv 91 <br />7. <br />9 <br />3Rim 9 <br />2 <br />3. <br />5 <br />2 <br />Catch <br />B <br />a <br />si <br />n <br />Inv 91 <br />7. <br />5 <br />7 <br />Rim 9 <br />2 <br />3. <br />0 <br />5 <br />Catch <br />B <br />a <br />si <br />n <br />Inv 92 <br />6. <br />5 <br />8Rim 9 <br />3 <br />1. <br />6 <br />Catch <br />B <br />a <br />si <br />n <br />Inv 91 <br />5. <br />5 <br />4Rim 9 <br />2 <br />0. <br />7 <br />0 <br />Catch <br />B <br />a <br />si <br />n 12" DIP Waterma <br />in <br />Fire H <br />y <br />dr <br />a <br />nt <br />Subm <br />er <br />g <br />e <br />d <br />15" RC <br />P <br /> <br />S <br />t <br />o <br />r <br />m <br />15" RCP Storm15" RCP Storm15" RCP Storm <br />0 <br />= 901.00 <br />Inv. Elev. = 900.56Property Boundary LineFES <br />Inv. 901.5 <br />FES Inv. 901.040 LF-18"CPPInv. Elev. <br />18" HDPE Culvert <br />Inv 902 <br />. <br />0 <br />9 <br />Inv 901 <br />. <br />2 <br />318" HDPE Culvert18" HDPE Culvert <br />Under S <br />n <br />o <br />w <br />?Locatio <br />n <br /> LAUNCHPARK LAKE ELMO LLC3602921330004METROPOLITAN COUNCIL 3602921340001 <br />36029213300103602921340004 <br />3602921340005 <br />3602921340008 DOC 3467364DOC 373655060 FT WIDE NORTHERN NATURAL GAS CO PIPELINE EASEMENT PER BOOK 199 DEEDS, PAGE 408 & AMENDED BY DOC. 373654935 FT WIDE NO NAT GAS CO PIPELINE EASEMENT DOC 3138117PUBLIC UTILITY EASEMENT PER DOC NO 3956981DOC 4005602LAUNCHPARK LAKE ELMO LLC <br />3602921330014 3602921330001PROPERTIES LLC <br />VALI-HI METRO <br />PROPERTIES LLCVALI-HI METROPROPERTIES LLC <br />VALI-HI METRO <br />& TODD J OLSON <br />JAMILE L & WENDY 3602921340006 <br />SCOTT M SAYER <br />PROPERTIES LLC <br />VALI-HI METRO <br />TRINITY SELECT LLCHUDSON BLVD. NORTH3602921340008PROPERTIES LLCVALI-HI METROPUBLIC DRAINAGE AND UTILITY EASEMENT PER DOC NO 4020446 <br />MN DOT R/W <br />CITY R/W <br />MN DOT <br /> <br />R <br />/ <br />W MN DOT R/WHUD <br />S <br />O <br />N <br />BLVD. <br />NORTH <br />MN DOT R/W <br />MN DOT <br /> <br />R <br />/ <br />W MN DOT R/WMN DOT R/WMN DOT R/WCITY R/W <br />EX. <br />EX. <br />HUDSON BLVD. NORTH MANNING AVENUE NORTH(CSAH 15)5T <br />H <br />ST <br /> <br />N <br />3 - STORY APARTMENTS <br /> WITH UNDERGROUND PARKING <br />34,000 SF - 96 UNITS <br />3 - STORY APARTMENTS <br /> WITH UNDERGROUND PARKING <br />26,000 SF - 75 UNITS <br />3 - STORY APARTMENTS <br /> WITH UNDERGROUND PARKING <br />34,200 SF - 100 UNITS <br />229,540 S.F. <br />5.27 AC <br />116,013 S.F. <br />2.66 AC <br />216,218 S.F. <br />4.96 AC <br />120 UNITS MAX <br />SENIOR LIVING - 4 STORIES <br /> WITH UNDERGROUND PARKING <br />42,000 SF - 120 UNITS <br />PUBLIC PARK <br />PRIVATE <br />COURTYARD <br />0.12 AC <br />PRIVATE PARK <br />1.11 AC <br />PID: 3602921420001 PID: 3602921410001 <br />LIMERICK PKWY3RD ST N3RD ST CT N5TH ST N <br />5TH ST N4TH <br />S <br />T <br />N <br />LILAC AVEROAD B <br />ROAD A <br />ROAD C <br />ROAD A ROAD AROAD B2ND ST N <br />MANNING AVE NMANNING AVE N896.0 B* <br />897.84 HP <br />896.92 LP <br />898.60 HP <br />895.56 LP <br />895.05 LP <br />894.50 EOF <br />INFILTR <br />A <br />T <br />I <br />O <br />N <br /> <br />B <br />A <br />S <br />I <br />N <br /> <br />2 <br />100-YR <br />H <br />W <br />L <br /> <br />= <br /> <br />8 <br />9 <br />0 <br />. <br />0 <br />6 <br />BTM = 8 <br />8 <br />7 <br />. <br />7 <br />5 <br />INFIL. V <br />O <br />L <br />U <br />M <br />E <br /> <br />= <br /> <br />2 <br />9 <br />, <br />3 <br />1 <br />9 <br /> <br />C <br />F <br />894.00 G <br />PRETREATMENT POND <br />NWL: 897.55 <br />100-YR HWL: 898.21 <br />INFILTRATION POND <br />BOT: 896.30 <br />100-YR HWL: 898.21 <br />901.15 B* <br />FOREBAY <br />100-YR HWL = 891.28 <br />NWL = 889.00 <br />BTM = 885.00 <br />INFILTRATION BASIN 1 <br />100-YR HWL = 891.35 <br />BTM = 888.00 <br />INFIL. VOLUME = 2,307 CF <br />901.78 G <br />892.40 G <br />896.62 G <br />898.75 G <br />889.77 G <br />891.10 G <br />890.38 FES <br />902.88 TC <br />902.38 GL903.03 TC <br />902.53 GL <br />903.28 TC <br />902.78 GL <br />905.29 TC <br />904.79 GL <br />DITCH <br />100-YR HWL = 890.06 <br />DITCH <br />100-YR HWL = 894.15 <br />895.36 B*895.04 B <br />895.80 B <br />DITCH <br />100-YR HWL = 894.15 <br />896.42 B <br />REMOVE EXISTING ROADWAY BED, <br />TO PROMOTE POSITIVE DRAINAGE <br />TO THE SOUTH AND EAST. <br />889.25 G <br />895.90 G <br />893.78 G <br />900.25 G <br />896.30 EOF <br />File Location: X:\2021\210010\plan sheets\Preliminary Plat\210010grad.dwg Plotted By: Jorgen Holt on February 27, 2026 at 5:22:49 PMKnow what's below. <br />Call before you dig. <br />R Dial 811 <br />FOR <br />R <br />E <br />VI <br />E <br />W <br />O <br />N <br />L <br />Y <br />PRE <br />LI <br />MI <br />N <br />A <br />R <br />Y <br />NOT <br />F <br />O <br />R <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />TI <br />O <br />NCity SubmittalCompleteness Review Comments 2-27-262-6-26 Lake Elmo, MN Preliminary Plat SubmittalLimerick VillageGrading & Drainage Plan - Overallwww.alliant-inc.com <br />PROJECT TEAM DATA <br />QA/QC CHECK <br />DateBy <br />CERTIFICATION <br />Date License no.DATEDESCRIPTIONProject No.: <br />Drafted By: <br />Designed By: <br />Sheet of <br />Clark Wicklund <br />40922 <br /> <br />CJW <br />JCH <br />221-0010 <br />I hereby certify that this plan, specification, or report <br />was prepared by me or under my direct supervision <br />and that I am a duly Licensed Professional <br />Civil Engineer under the laws of the <br />State of MN. <br /> <br /> <br />31 95 <br />310 <br />SCALE IN FEET <br />125 250 500 <br />N