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93 UNITAPARTMENT BUILDINGFFE = 922.00 (ARCH 100'-00")NEW 40 UNIT GARAGEFFE = 922.00 (ARCH 100'-00")NEW 17 UNIT GARAGEFFE = 922.00 (ARCH 100'-00")NEW 20 UNIT GARAGEFFE = 922.00PROPOSED LOT LINEPROPOSED LOT LINEE X I TROSEMARY WAY N.VICTOR HUGO BLVD8" PVC (PER RECORD DRAWING)INV: 905.89 (PER RECORD DRAWING)INV (S): 914.80INV (N): 914.7021" RCP (PER RECORD DRAWING)18" (PER RECORD DRAWING)24" (PER RECORD DRAWING)18" RCP (PER RECORD DRAWING)8" (PER RECORD DRAWING)83 LF 21" HDPE @ 0.50%42 LF 15" HDPE@ 0.50%82 LF 18" HDPE @ 0.25%55 LF 8" PVC @ 0.45%96 LF 21" HDPE @ 0.36%COINV: 917.97CO & 45° BENDINV: 916.3745° BEND80 LF 6" PVC @ 1.00%68 L F 1 2" H D P E @ 1. 0 0 %47 LF 6" PVC @ 1.00%290 LF 6" PVC @ 1.00%COINV: 918.80COINV: 917.6320 LF 6" PVC @ 1.00%COINV: 918.2659 LF 12" HDPE @ 0.50%56 LF 12" HDPE @ 1.00%60 LF 8 " P V C @ 0. 8 8 % 71 L F 1 2" P V C ( S C H 4 0) @ 0. 5 0 %117 LF 16" PVC (SCH 40) @ 0.25%77 LF 12" HDPE @ 0.50%COINV: 917.1780 LF 6" PVC @ 1.00%67 LF 6" PVC @ 0.50%COINV: 917.3436 LF 6" PVC @ 1.00%16 LF 6" PVC @ 1.00%COINV: 917.50COINV: 917.3537 LF 6" PVC @ 1.00%COINV: 918.10CO & 45° BENDINV: 917.3045° BEND56 LF 6" PVC @ 0.50%COINV: 917.7080 LF 6" PVC @ 0.50%80 LF 6" PVC @ 0.50%58 LF 8" PVC @ 0.58%COINV: 917.22CO & (2) 45° BENDSINV: 916.9645° BENDCOINV: 917.4345° BENDCO, (3) 45° BENDS, & WYEINV:917.01COINV: 917.68CB-12RIM: 919.46INV: 916.08CB-19RIM: 919.5821" RCP INV (N): 915.10*CB-7RIM: 920.08INV: 916.37STMH-18RIM: 920.52INV (S): 916.18INV (W,E): 915.52CB-6RIM: 919.65INV (W): 916.73INV (S): 916.56CB-3RIM: 920.00INV: 916.98CB-2RIM: 921.00INV (NE,SW): 917.43INV (N): 917.26CB-5RIM: 920.45INV: 916.73CB-13RIM: 919.70INV: 915.87CB-10RIM: 920.60INV: 917.02CB-11RIM: 921.00INV: 916.68INLINE DRAIN-16RIM: 920.15INV: 917.06CORE DRILL EXISTING MHWATERTIGHT CONNECTION(GROUT RING TYPICAL)INV: 914.70*STMH-1RIM: 921.00INV (SW,NE): 915.90INV (SE): 915.40STMH-17RIM: 921.16INV: 916.7432 LF 8" PVC @ 1.00%CB-14RIM: 921.42INV (SW): 917.92INV (NE): 917.42CB-15RIM: 921.42INV: 917.12CB-8RIM: 920.00INV (SW): 916.50INV (SE): 916.3319 LF 8" PVC @ 1.00%CB-9RIM: 920.77INV (SE): 916.99INV (W): 916.09INV (NE,SW): 916.08CB-4RIM: 920.82INV: 916.8815 LF 8" PVC @ 1.00%24 LF 8" PVC @ 1.00%26 LF 6" PVC (SCH 40) @ 1.00%46 LF 6" PVC (SCH 40) @ 1.00%42 LF 6" PVC @ 1.00%21 LF 6" PVC @ 1.00%67 LF 6" PVC @ 1.00%COINV: 917.73COINV: 918.0043 LF 6" PVC @ 1.00%70 LF 6" PVC @ 1.00%CO, (3) 45° BENDS, & WYEINV:917.3031 LF 6" PVC@ 1.00%120 LF 12" PVC (SCH 40) @ 0.50%1B1B1B1B1B1B1B1B1A1A1A1C1C1C1C1C1C1C244444444444444444444444444444444444444444444444333333333333333333335DescriptionRev.DateHUGO WESTAPARTMENTSHUGO, MN 55038Sheet Title:Project #:Drawn By:Checked By:Issue Date:12246027.000NJNBDMxx.xx.20243524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2024 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2024\12246027 - Hugo West Apartments\2. Design\b. Drawing Files\12246027 - C400 - Utility.dwgLarsonEngineering, Inc.Project Title:Client:Date: Lic. No.:xx.xx.2024I 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.07/09/2024 CITY SUBMITTAL - NOT FOR CONSTRUCTION0NORTH153060Sheet:SUMMITMANAGEMENT, LLC6770 STILLWATER BLVD, SUITE 110STILLWATER, MN 55082Bryan D. Miller, P.E.54950STORM SEWERPLAN1.See Sheet C400 for Utility Notes.C401SYMBOL LEGENDGENERALKEY NOTESEASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESETBACK LINE123CATCH BASIN MANHOLE, DETAIL 8/C601_A:NEENAH R-1642, TYPE B LID_B:NEENAH R-2501, TYPE C GRATE_C:NEENAH R-3067, TYPE L GRATEINLINE DRAIN, DETAIL 7/C601CLEANOUT, DETAIL 10/C601ROOF DRAIN CONNECTION, DETAIL 9/C601(COORDINATE FINAL LOCATIONS WITH MECHANICAL & ARCHITECT)PIPE INSULATION, DETAIL 12/C601STORM SEWER PIPECATCH BASIN (CB), DETAIL 8/C601STORM MANHOLE (STMH), DETAIL 8/C601CLEANOUT (CO), DETAIL 10/C601UTILITY NOTESINLINE DRAIN, DETAIL 7/C601ROOF DRAIN CONNECTION, DETAIL 9/C60145PIPE INSULATION, DETAIL 12/C601