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54OUTLOT B567812341OUTLOT COUTLOT DOUTLOT A221231231TAMARAK FARM ESTATESST. CROX SANCTUARY56TH STREET NORTHLINDEN AVE. N. 50TH STREET N.TAMARAK FARM ESTATESTANA RIDGEOUTLOT B1OUTLOT G1LINDEN TRAIL NORTHOUTLOT FTHE FIELDS OF ST. CROIXLILYAVE N.OUTLOT COUTLOT DST. CROX SANCTUARYLINDENTRAILCARRIAGE STATIONOUTLOT AOUTLOT BMANNING AVE. N.50TH STREET N.LILY AVE N.TOP 30" NNG MAIN = 910.20BOT 30" NNG MAIN ≈ 907.37TOP 24" NNG MAIN = 913.96BOT 24" NNG MAIN ≈ 911.66TOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30SAN-17RIM: 930.63INV: 901.72 8" PVC (NE)INV: 901.62 8" PVC (S)SAN-16RIM: 930.79INV: 901.24 8" PVC (N)INV: 901.14 8" PVC (S)SAN-5RIM: 927.90INV: 913.46 8" PVC (E)INV: 913.36 8" PVC (W)SAN-18RIM: 929.33INV: 902.20 8" PVC (NE)INV: 902.10 8" PVC (SW)SAN-4RIM: 927.17INV: 911.89 8" PVC (E)INV: 911.79 8" PVC (W)SAN-3RIM: 925.41INV: 910.03 8" PVC (E)INV: 909.93 8" PVC (W)SAN-15RIM: 926.60INV: 899.49 8" PVC (N)INV: 899.39 8" PVC (S)SAN-14RIM: 925.92INV: 899.13 8" PVC (N)INV: 899.03 8" PVC (SE)SAN-2RIM: 925.17INV: 909.67 8" PVC (E)INV: 909.57 8" PVC (NW)SAN-1RIM: 925.35INV: 898.79 8" PVC (NW)INV: 909.27 8" PVC (SE)INV: 899.51 8" PVC (NE)SAN-19RIM: 923.54INV: 903.78 8" PVC (NE)INV: 908.37 8" PVC (NW)INV: 903.68 8" PVC (SW)RIM: 922.95INV: 904.03 8" PVC (NE)INV: 903.93 8" PVC (SW)297' of 8" PVC @ 0.50%76' of 8" PVC @ 0.50%75' of 8" PVC @ 0.50%331' of 8" PVC @ 0.50%52' of 8" PVC @ 0.50%48' of 8" PVC @ 0.50%67' of 8" PVC @ 0.35%30' of 8" PVC @ 0.50%147' of 8" PVC @ 1.00%52' of 8" PVC @ 0.50%60' of 8" PVC @ 0.50%352' of 8" PVC @ 0.50%14+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+000+00 8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" DIP WM8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" 11.25° ELBOW8" 22.50° ELBOW8" 11.25° ELBOW8" X 6" TEE8" X 6" TEE6" GATEVALVE6" HYDRANT6" GATEVALVE6" HYDRANTTOP 30" NNG MAIN = 922.81BOT 30" NNG MAIN ≈ 919.98TOP 24" NNG MAIN = 925.60BOT 24" NNG MAIN ≈ 923.30MATCH LINE - SEE SHEET C504MATCH LINE - SEE SHEET C507MATCH LINE - SEE SHEET C504MATCH LINE - SEE SHEET C505MATCH LINE - SEE SHEET C501MATCH LINE - SEE SHEET C504500' HYDRANT SERVICE AREA500' HYDRANT SERVICE AREAEASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESYMBOL LEGENDSANITARY SEWER PIPEWATERMAIN PIPEWATER SHUTOFFGATE VALVE & BOXHYDRANTSANITARY MANHOLETEESTORM SEWER PIPESTORM MANHOLEFLARED ENDDRAINTILE PIPECURB INLETPIPE INSULATIONCLEAN OUT (CO)EXISTING SANITARY SEWER PIPEEXISTING STORM SEWER PIPEEXISTING WATERMAIN PIPEEXISTING COMMUNICATIONS UNDERGROUND LINEEXISTING ELECTRIC OVERHEAD LINEEXISTING ELECTRIC UNDERGROUND LINEEXISTING FIBER OPTIC UNDERGROUND LINEEXISTING GAS UNDERGROUND LINEEXISTING FENCEWETLANDCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR SANITARY SEWER PLANSCITY OF LAKE ELMO'S STANDARD PLANNOTES FOR WATERMAIN PLANS1.See sheet C500 for the City of Lake Elmo's watermain plan notes.1.See sheet C500 for the City of Lake Elmo's sanitary sewer plan notes.FEMA FLOOD PLAINDescriptionRev.DateGRANVIA PRESERVERESIDENTIAL DEVELOPMENTLAKE ELMO, MNSheet Title:Project #:Drawn By:Checked By:Issue Date:12256098.000MTH3524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2026 Larson Engineering, Inc. All rights reserved.W:\2025\Civil\12256098 - Legends Of Lake Elmo\3. Working Docs\C. Drawing Files\12256098 - C500 Sanitary & Watermain.dwgLarsonEngineering, Inc.Project Title:TWIN CITIESLAND DEVELOPMENT4800 OLSON MEMORIAL HIGHWAY, SUITE 100GOLDEN VALLEY, MN 55422Mitch Honsa, P.E.Date: Lic. No.:01.22.2662020I hereby certify that this plan,specifications or report was preparedby me or under my direct supervisionand that I am a duly licensedProfessional Engineer under the lawsof the state of Minnesota.01/22/2026 PRELIMINARY PLAN SUBMITTAL - NOT FOR CONSTRUCTION0NORTH2550100Sheet:Client:C504NOT TO SCALEKEY PLANNORTHC504ELEVATIONS BASED ON INFORMATION ASSHOWN ON THE MNDOT GEODETIC WEBSITE.SURVEY DISK 2750 R WITH AN ELEVATION OF883.22 WAS USED TO ESTABLISH VERTICALCONTROL FOR THIS SURVEY (NAVD 88)BENCHMARKSANITARY SEWERAND WATERMAINPLAN