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NO PARKINGNO PARKINGNO PARKINGNO PARKINGNO PARKING0.5% OVERFLOW0.5% OVERFLOW0.5% OVERFLOW0.5% OVERFLOW0.5% OVERFLOW0.5% OVERFLOW0.5% OVERFLOW 0.5% OVERFLOW <br />0.5% OVERFLOW932.99933.23932.57932.89934.01934.77934.77934.20932.00932.01932.30932.00931.70932.00931.50931.85931.88931.74931.72933.10933.04932.50933.33932.79932.50934.88934.45934.88934.60934.88934.61934.88934.80934.63934.18933.88934.15934.37934.45933.54933.60933.50933.64932.57932.30932.09933.02934.61934.14933.32934.11934.17934.37934.67935.50935.50935.45935.43935.50935.50935.50935.40935.40934.60934.32934.50934.15934.25934.07934.75934.73934.80934.80934.80934.00934.20932.92931.68933.88933.70933.46933.30934.72934.51934.39934.23932.80932.42932.15933.60931.60931.47931.84934.39935.20934.70935.28934.60934.60931.40932.50933.95934.60933.54931.94932.27932.14934.58934.77934.53934.34931.85931.25930.85934.21933.90935.25935.35935.28934.64934.44934.77935.25934.82934.81933.93933.21933.10933.75933.25932.70932.70932.41932.00931.76932.30932.31931.79931.35931.56930.77931.69932.75934.18933.55934.27934.10933.64934.31934.81933.98933.29933.38932.85932.90934.97934.44934.60932.40930.35927.18931.20932 933 934934930932933 <br />934934930 <br />928 930.30929.00932.00931.92929.41931.24931.40929.67929.50932.06934.72931.58932.97934.76936.00935.79935.22935.10936.45931.14929.70934.26934.51934.46933.10931.84931.70931.85933.00933.17931.78927.97-4.9%-4.1%-2.6%-4.7%-4.4%-1.5%-4.9%-2.4%-1.7% <br />-2.4% <br />-2. <br />0 <br />%-3.4%-4.1%-5.0%-4 <br />.3%-3.6%-1.0% <br />-1.3% <br />-4.1 <br />% <br />-2.8% <br />-4.0%-1.8% <br />-2.9% <br />-2.0 <br />% <br />-2.8% <br />-1.7%-1.1%-3.5%-2.0% <br />-5.1%-5.0%-4.6% <br />-2.1% <br />-4.1 <br />% <br />-2.1% <br />-4.2% <br />-2.9% <br />-1.6%-3.3%-1.6% <br />-11.4% <br />-0.9% <br />-0.7 <br />%-19.2%-2.0%-4.5%-1.9%-0.8%-2.2% <br />-0.6% <br />-1.6 <br />% <br />-1. <br />5 <br />% <br />-0.9% <br />-1.4 <br />% <br />-7.0% <br />-6. <br />0 <br />% <br />-1.8% <br />-1.1%-5.9%-1.6% <br />-1.4% <br />-1.6%-2.6%-1 <br />.3%-1.1%-1.2%-1.4%-0.6%-10.4%-3.1%-10.4%-1.6%-1.0%-2.4% <br />-1.7%-3.5%-1.6%-5.8%-1.4% <br />-4.5% <br />-4.5%-1.6%-1.1%-1.8%-3.3%-0.1%0.0%-0.3%-1.9%-1.9%-0.8%-1.7%-2.8%-2 <br />. <br />3 <br />%-3.3%-6 <br />. <br />3 <br />%-13.3%-1.6%934.60934.56934.12934.44929931EOF=807.20OVERALL -GRADING PLANC3.0GRADING & EROSION CONTROL LEGENDPROPERTY LINEPROPOSED CONTOURS (MAJOR)PROPOSED CONTOURS (MINOR)EXISTING CONTOURS (MAJOR)EXISTING CONTOURS (MINOR)PROPOSED SPOT ELEVATIONTC = TOP OF CURBHP/LP = HIGH/LOW POINTD = DECK ELEVATIONEX = EXISTING GROUND ELEV.± = MATCH EXISTING, FIELD VERIFYBW/TW = FINISHED GRADE ATLOW/HIGH SIDE OF WALL (DOESNOT INCLUDE BURIED WALL OR CAP)EMERGENCY OVERFLOWPROPOSED SURFACE SLOPESILT FENCEBALE DITCH CHECKBIO ROLLINLET PROTECTIONROCK CONSTRUCTION ENTRANCERIP-RAPSTORM SEWER (SEE UTILITY PLAN)DRAIN TILE (SEE UTILITY PLAN)RETAINING WALLTIP-OUT GUTTEROVERFLOW ROUTE (0.5% MIN. SLOPE)LIMITS OF DISTURBANCESHEETSHEET TITLEPROJECT INFODRAWN:DESIGNED:CHECKED:PROJECT NO:ISSUE RECORDSignature Name:Date:Lic. No.:DENNIS PROPERTIES2214 FIFTH STREET, UNIT 3,WHITE BEAR LAKE, MN 55110651-247-7007Print Name:CERTIFICATIONSignature Name:Date:Lic. No.:PREPARED FORPROJECTPrint Name:I hereby certify that this plan, specification, orreport was prepared by me or under my directsupervision and that I am a duly LicensedProfessional Engineer under the laws of theState of Minnesota.3701 WAYZATA BOULEVARDSUITE 100MINNEAPOLIS, MN 55416-3791PH: 763-475-0010www.srfconsulting.comNO. DATE DESCRIPTION010-22-2021CITY SUBMITTAL103-18-2022CITY RESUBMITTALDOWNTOWN HUGO <br />NORTHEAST CORNER OF HIGHWAY 61 / 146TH STREET N, <br />HUGO, MN 55038 <br />P. SCHROEDER14356.00N. SCHAUFENBUELN. SCHAUFENBUELP. SCHROEDERXXXXX25721MICHAEL C. AARONNEGG LAKEUS HWY 61(FOREST BLVD N)FONDANT AVE NWASHINGTON REGIONAL RAILROAD AUTHORITY(ABANDONED BURLINGTON NORTHERN RAILROAD)146 THST NEDGE OF ICE MEASURED ON12-05-19ICE ELEVATION = OHWL926.651FLOOD PLAIN 928.651EDGE OF DELINEATEDWETLANDFFE = 935.50FFE = 935.50FFE = 935.50FFE = 935.35FFE = 935.35FFE = 935.35FFE = 934.80FFE = 934.80FFE = 934.80FFE = 933.75FFE = 932.70934.80 D934.80 D933.75 D932.70 D932.70 D932.26 D934.80 D934.80 DTWBWBWTWBWTWBWBWTWTW934.80 D934.80 D934.60 D933.75 D934.80 D933.75 DBWTWTWTWBW/TCBW/TCTWBW/TCFLOODPLAIN FILL AREA(TOTAL = 3,100 C.F.)934.80 (D)929.0 (EX)934.80 (D)928.3 (EX)934.80 (D)928.0 (EX)934.80 (D)927.3 (EX)933.75 (D)929.0 (EX)932.70 (D)929.9 (EX)SE BUILDINGSW BUILDINGNW BUILDINGNE BUILDING #1NE BUILDING #2OWHL 926.651GRADES TO MATCH EXISTING BETWEENBUILDING WALL (EXPOSED FOUNDATION)AND WETLAND LINE. MINIMIZEDISTURBANCE FOR FOUNDATION WALLCONSTRUCTION AND USE TEMPORARYMATS FOR ACCESS ROUTE, PRIMARILY INWETLAND AREAS. (TYP.)NO PERMANENT IMPACTS WITHINWETLAND AREA. MINIMIZE DISTURBANCEFOR DECK/DOCK CONSTRUCTION AND USETEMPORARY MATS FOR ACCESS ROUTE,PRIMARILY IN WETLAND AREAS. (TYP.)BUILDING ROOF STORMWATERTO SURFACE DRAIN TOPERMEABLE PAVEMENT, VIADOWNSPOUTSDECK (TYP.)DOCK934.80 DDOCK(ELEVATIONVARIABLE)DOCK(ELEVATIONVARIABLE)934.80 D929.8 (EX)REMOVE (CUT) VEGETATIONABOVE WATERLINE ALONG50'+/- WIDE CORRIDORAT EACH DOCK