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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 TEXISTING POND920918920922924926924922920916 916917918920922 920 918920 922918918928926924922920918922925924920919917918916917922920920920922923918916914920920WETLAND-3WETLAND-2905904908910913918919916917913908905WETLAND-8ROSEMARY WAY N.VICTOR HUGO BLVD11.5%1.5%921921920921921 919 920 918921921 921921920920 921922922920920921919920921921920918919917916915920919920918917915916921920920.65 TC/GO921.79 TC921.29 GL921.60 TC/GO921.96* TC/GL922.06* TC/GL922.53* TC922.03* GL922.35* TC921.85* GL922.75* C922.67* C922.33* C922.38* C922.15 TC/GL922.23 TC/GL922.13 TC/GL922.04 TC/GL922.00 FFE919.96 TC919.46 RIM921.16 TC920.66 GO920.08 TC919.58 RIM922.00 FFE921.92 TC921.42 GO921.69 TC921.19 GO921.26 TC/GO921.34 TC/GO921.95 C921.41 C921.33 C921.76 C921.05 B2% MAX SLOPEIN ADA AREA921.75 TC921.25 GL920.82 C921.44 TC920.94 GL921.75 TC921.25 GL922.00 TC/GO922.00 TC/GL922.00 TC/GL919.59* TC/GL919.73 TC/GL919.78 TC/GL919.44* TC/GL919.60 TC/GL919.51 TC/GL920.45* C920.53* C920.15* C920.23* C920.66 TC920.16 GL919.81* TC919.31* GL920.24* TC919.74* GL920.94 TC920.44 GL922.24 TC921.74 GL921.55 TC/GO922.80 TC922.47 GL921.50922.00 FFE921.34 TC920.84 GL921.57 TC921.07 GL920.95 TC920.45 RIM921.50921.50921.50921.00 RIM922.18 TC921.68 GL921.45 TC920.95 GO921.20 TC920.70 GO920.98 TC920.48 GO921.67 TC921.17 GO920.72 C921.23 C921.50921.52 C921.96 TC921.46 GO921.48 C921.85 C921.65 C922.03 C921.50921.00921.00921.86 TC/GO922.00 C921.50922.00 C921.70 C921.50921.50921.81 C921.38* C921.32* C920.12 TC/GL921.70 C920.20 TC919.70 RIM920.89 TC920.39 GO920.96 C921.08 TC920.58 GO921.15 C920.58 TC920.08 RIM920.65 C920.75 TC/GO921.48* C921.75* C921.82* C921.49* C921.55* C921.32* C921.10* C921.07* C920.68* C921.86 C921.00 RIM921.88 C920.30 TC919.80 GL921.02 C922.00 TC921.67 GL921.92 C922.00 TC921.67 GL921.50921.50919.35921.50919.30*920.69* C920.64* TC/C920.55 C920.62 C920.15* TC919.60* TC920.40 B920.36* TC920.39* TC920.09* C920.12* C917.04 B917.50 B921.00 TC920.67 GL921.50921.86 C921.06 TC920.56 GL921.13 C921.51 C/B921.81 C/B919.35920.00 B921.85 C919.88 B921.50919.62 B919.50 BSATISFACTORY FILL BORROW PIT AREA(TO BE FILLED BACK IN WITH THE EXISTING TOPSOILSTOCKPILE ONCE SATISFACTORY FILL IS FINISHED)917.62 B919.73 B920.03 B917.16 B920.31 B917.83 B917.71 B919.15 B919.03 B917.76 B917.88 B918.02 B917.90 B923.13 TC922.80 GL922.43 TC922.10 GL920.60 RIM921.23 TC/GO921.73 C921.92 C921.82 C922.00 C921.42 RIM922.00 TC/GL921.86 B921.86 B921.42 RIM922.00 C922.00 TC/GO921.52 TC921.19 GL921.74 TC921.41 GL921.47 TC921.14 GL921.22 TC920.89 GL921.37 B921.97 TC921.47 GL921.08 TC920.58 GO921.27 TC920.77 RIM921.76 C921.83 C921.86 B922.00 C921.09 C921.34 C921.59 TC921.09 GL919.65 RIM920.32920.00 RIM920.00 RIM921.00 RIM921.73 TC921.23 GL921.80 C921.32 TC920.82 RIM92111111111DescriptionRev.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 - C300 - Grading.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.54950GRADING PLAN1.Tree protection consisting of snow fence or safety fence installed at the drip lineshall be in place prior to beginning any grading or demolition work at the site.2.All elevations with an asterisk (*) shall be field verified. If elevations varysignificantly, notify the Engineer for further instructions.3.Grades shown in paved areas represent finish elevation.4.See Sheet C500 for restoration.5.All construction shall be performed in accordance with state and local standardspecifications for construction.6.Pavement grades within ADA parking stalls and access aisles shall not exceed2.0% in any direction.C300PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%GRADE SLOPESPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEGO - GUTTER OUTB - BITUMINOUSC - CONCRETECC - CURB CUTOF - OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)(*) - EXISTING TO BE VERIFIED902.00 TC901.00 GLSYMBOL LEGENDGENERALKEY NOTESEASEMENT LINERIGHT-OF-WAY LINEPROPERTY LINESETBACK LINE11:20 MAXIMUM SLOPE IN PATH OF TRAVEL AND 1:50 MAXIMUM CROSSSLOPE ALONG BITUMINOUS TRAIL. MODIFY PROPOSED CONTOURS ASNECESSARY TO HELP SITE EARTHWORK. COORDINATE WITH OWNERAND ENGINEER DURING CONSTRUCTION.GRADING NOTESUPLAND AREA CALCULATIONSUPLAND AREA =8.11 AC±(1)DEVELOPED STORMWATER AREA (SOUTH)=0.75 AC±(2)DEVELOPED STORMWATER AREA (NORTH)=0.52 AC±(2)TOTAL UPLAND/DEVELOPED AREA =9.38 AC±NOTES:(1) AREA INCLUDES IMPACTED PORTIONS OF WETLANDS 3, 5, 6, AND 7.(2) AREAS INCLUDE DEVELOPED STORMWATER BASINS RECEIVING RUNOFFFROM THE SITE.