06-02-26 City Council Meeting Packet

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NO PARKINGNO PARKINGNO PARKINGNO PARKING NO PARKINGNO PARKING 14NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKINGUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHEllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll llllll= HYDRANT= CURB STOP= GATE VALVE= SANITARY MANHOLE= CLEANOUT= STORM MANHOLE= CATCH BASIN= BEEHIVE CATCH BASIN= CULVERT APRON= WATER LINE= SANITARY LINE= STORM LINE= DRAINTILEUTILITY LEGENDl>NOTES:1.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWNHEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLESURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FORFIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANYEXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGEDDURING CONSTRUCTION.2.CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITYCONNECTION SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING,MECHANICAL, AND ELECTRICAL CONTRACTORS.3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENTEDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDBACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITYENGINEERS ASSOCIATION OF MINNESOTA.4.ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'.5.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALLWATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER.THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONS WITHIN 10FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER.6.SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THEBUILDING FOR UNIT'S CONNECTION.7.SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'.8.SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADEUNLESS OTHERWISE NOTED ON THE PLANS.9.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE(TRACER) WIRE PER MINNESOTA RULES, PART 7560.015010.ALL CONSTRUCTION, MATERIALS, AND TESTING SHALL BE INACCORDANCE WITH THE MINNESOTA STATE PLUMBING CODE.11.CONTRACTOR SHALL COORDINATE UTILITY INSPECTIONS WITH LOCALAUTHORITIES HAVING JURISDICTION.12.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIEDUTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATEUTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES.DT0'40'80'HUDSON BLVD NBENCHMARK 1: TOP NUT HYDRANTLOCATED SOUTH WEST CORNER OF SITE ENTRANCE. ELEV:978.12BENCHMARK 2:LOCATED SOUTHERN MOST CURB ISLAND IN THE NORTHERN PARKING LOT.ELEV:993.58BENCHMARK 3:LOCATED NORTH SIDE OF NORTHERN PARKING LOT . ELEV:995.61BENCHMARK INFO:HUDSON BLVD NCB #248" ∅RIM=982.50INV(E)=979.5024 LF - 18" RCP @ 0.50%47 LF - 18" RCP @ 0.50%CB #448" ∅RIM=988.79INV(N)=984.55INV(SE)=984.45CB #548" ∅RIM=989.84INV(NW)=984.28INV(E)=984.18CB #648" ∅RIM=991.35INV(N) =980.29CB #748" ∅RIM=993.76INV(W)=980.53CB #848" ∅RIM=990.21INV(W)=981.11INV(S)=981.00CB #948" ∅RIM=990.19INV(E)=981.35CB #1048" ∅RIM=989.50INV(NE)=984.77INV(S)=984.67CB #1148" ∅RIM=989.50INV=985.0035 LF - 12" RCP@ 0.50%UNDERGROUND FILTRATION BASIN47 LF - 12" RCP@ 2.00%30 LF - 12" RCP@ 2.00%31 LF - 18" RCP@ 2.00%12 LF - 18" RCP@ 2.00%CONNECT TO EXISTING 8" PVCSANITARY SEWER SERVICECONNECT TO BUILDING(COORDINATE CONNECTIONW/PLUMBING & MECHANICAL)ADJUST EXISTING SANITARY SEWER MANHOLECASTING TO MATCH FINISHED GRADE83 LF - 12" RCP @ 1.10%INSTALL 8" WATERMAINSERVICEDESIGN/BUILD | CONSTRUCTION MANAGEMENT | GENERAL CONTRACTING6121 BAKER ROAD, SUITE 101MINNETONKA, MINNESOTA 55345PHONE: 651-379-9090 FAX: 651-379-9091ISSUES / REVISIONS:LAKE ELMO MEDICAL CENTER ADDITION PROPOSED ADDITION: 8650 HUDSON BLVD, LAKE ELMO, MINNESOTA THIS DRAWING AND THE INFORMATION THEREIN ISTHE PROPERTY OF DESIGN TREE ENGINEERING INC.USE BY THE HOLDER OR DISCLOSURE TO OTHERSWITHOUT THE PERMISSION OF DESIGN TREEENGINEERING INC. IS PROHIBITED. IT CONTAINSPROPRIETARY AND CONFIDENTIAL INFORMATION OFDESIGN TREE ENGINEERING INC. REPRODUCTIONOF THE MATERIAL HEREIN WITHOUT WRITTENERMISSION OF DESIGN TREE ENGINEERING INC.VIOLATES THE COPYRIGHT LAWS OF THE UNITEDSTATES AND WILL SUBJECT THE VIOLATORS TOLEGAL PROSECUTION.COPYRIGHT @ 2026 BY DESIGN TREE ENGINEERINGI HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEER UNDER THELAWS OF THE STATE OF MINNESOTA.DATE:LICENSE #:PRINTED NAME:GRIFFIN K. DEMPSEY6163304-15-26C401UTILITY PLANCONNECT TO UNDERGROUNDFILTRATION BMPINV = 984.00CONNECT TO UNDERGROUNDFILTRATION BMPINV = 984.00CONNECT TO UNDERGROUNDFILTRATION BMPINV = 984.00CONNECT TO UNDERGROUNDFILTRATION BMPINV = 984.00CONNECT TO ROOF DRAININV 986.00UNDERGROUNDFILTRATION BASINCONNECT TO UNDERGROUNDFILTRATION BMPINV = 979.30CB #348" ∅RIM=984.58INV(E)=981.58OUTLET INV974.40386 LF- 8" PVC C900 WATERMAIN PROVIDE 8' MIN. COVERPROVIDE 18" MIN.SEPARATION AT CROSSINGCB #148" ∅RIM=982.78INV(E)=979.50CONNECT TO EXISTINGWATERMAINCONNECT TO EXISTINGWATERMAIN8"X8" TEEOCS #248" ∅RIM=990.53INV(E)=979.70OCS #148" ∅RIM=985.17INV(E)=974.60EXISTING PONDNWL = 974.40100-YR HWL = 976.31WETLANDNWL=978.20 (PER AMIRA SMS 5/5/23)100-YR HWL=981.65 (PER AMIRA SMS 5/5/23)