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12"RCP ST S15"RCPST S15"PVCST S15"PVCST S15"PVCST S27"RCP ST S24"RCP ST SBLDGSETBACK932932932931932930931932932931930931932933927928929930931932933932931930933934934933933933933 93393393293093193192792892993093092993092993092993115"PVC ST SB-01928.0OGW: 921.0B-03932.5OGW: 922.5B-04933.0OGW: 923.0B-06931.5OGW: 921.5B-07931.0OGW: 924.0B-08931.0OGW: 924.0B-09929.5OGW: 922.5B-10931.0OGW: 924.0B-02928.0OGW: 923.0B-05929.5OGW: 922.554 UNITAPARTMENTBUILDINGFFE = 934.50NEW 12 UNIT GARAGEFFE = 933.50NEW 10 UNIT GARAGEFFE = 933.50NEW 10 UNIT GARAGEFFE = 933.50NEW 10 UNIT GARAGEFFE = 933.5022'x24'GARAGE(TYP)27'x76'HOME PAD(TYP)15135FOREST BLVD150931509515097MATCH LINE SEE SHEET C301MATCH LINE SEE SHEET C302931932931930929932933933932931930 931 932933931930929931930929928927931931930929928927933932931930929933933934 934928934933 933933930932933929931933932 933 934935936933 930.33 TC/GL930.65 TC930.32 GL/RIM930.60 B*930.50 B*930.33 TC/GL933.00 TC932.67 RIM930.33 TC930.00 GL/RIM0.6%OVERFLOW = 930.208'x25'± CL3 RIP-RAPW/TYPE 4 GEOTEXTILE930.41 GL928.50931.7 B*931.8 B*FF =933.00OVERFLOW = 930.759'x18'± CL3 RIP-RAPW/TYPE 4 GEOTEXTILE931.5 B*6.9%6.4%8.0%FF =933.00FF =933.00932.25932.25931.50931.50932.50 G932.50 G932.50 G932.50 G932.50 G932.50 G933.33 TC933.00 GLINFILTRATION BASINBTM = 927.00OUTLET = 930.20HWL = 930.23933.30* TC/GL5' TAPER932.75* B933.63 TC933.30 GL933.0 B932.20* B932.70* B932.45* B932.09 B932.45 B933.50 TC/GL5' TAPER932.54 C/TC932.21 GL934.00 TC933.50 C/GL934.00 TC933.50 C/GL933.50 C933.50 C933.50 C933.00 G933.00 G933.00 G932.65 RIM933.75 TC933.25 GL933.45 TC/GL0.6%0.6%933.40 TC/GL3' TAPER932.50 RIM934.13 TC933.63 GL934.45 TC933.95 GL934.45 TC933.95 GL934.50 C934.50934.00934.00934.00934.00934.00934.50934.50934.50934.50934.13 C934.13 C933.95 TC/GL934.00 C933.74 B933.74 B933.30 TC932.78 GL/RIM933.50 C933.50 C933.80 TC933.30 GL933.92 C934.39 C933.90 TC933.40 GL934.00 TC933.50 GL934.00 TC933.50 GL933.78 TC933.45 GL933.83 TC933.50 GL933.00 RIM932.91 RIM933.00 RIM933.30 B934.18 C933.73 C933.75 C932.10 GL931.95 GL932.72 C/TC932.39 GL933.3 B932.36 TC931.86 GL931.15 TC930.65 GL930.56 GL934.50934.05 TC934.00 TC933.50 GL933.36 B933.90 TC933.40 GL933.65 TC933.15 GL933.60 TC933.10 GL10.0% 4.3%933.50 TC/GL933.75 TC933.25 GL933.80 TC933.30 GL933.60 TC933.10 GL4.5%933.79 TC933.29 GL933.00 G934.00934.07 C933.00 RIM934.33 C934.13 C2.5%934.08 C934.00 RIM934.50 C934.20 TC933.70 GL934.26 C933.76 INV933.85 TC933.35 GL933.74 TC933.24 GL933.74 TC933.24 GL933.85 TC933.35 GL934.03 TC933.53 GL933.54 TC933.04 GL933.54 TC933.04 GL933.65 TC933.15 GL933.83 TC933.33 GL933.65 TC933.15 GL933.69 TC933.19 GL933.69 TC933.19 GL933.75 TC933.25 GL933.69 TC933.19 GL933.69 TC933.19 GL933.00 G933.80932.91 TC/GL3' TAPER934.00 TC933.50 C/GL930.80 C/B*931.15 C931.15 C933.45 C933.00 G932.47 C931.25 C933931.25 C933932931DescriptionRev.DateHUGO EAST APARTMENTS& MANUFACTURED HOMES15135 FOREST BLVD. NORTH &15067 - 15097 FOREST BLVD. NORTHHUGO, MN 55038Sheet Title:Project #:Drawn By:Checked By:Issue Date:12226070.000BDMMJW08.05.223524 Labore RoadWhite Bear Lake, MN 55110651.481.9120 (f) 651.481.9201www.larsonengr.comC 2022 Larson Engineering, Inc. All rights reserved.P:\Projects\Projects - 2022\12226070 - Hugo East Apartments & Manufactured Homes\C. Design\Drawing Files\12226070 C300 - Grading.dwgLarsonEngineering, Inc.Project Title:Client:Date: Lic. No.:I 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.PRELIMINARY NOT FOR CONSTRUCTION0NORTH204080Sheet:TPP, LLC6770 STILLWATER BLVD, SUITE 110STILLWATER, MN 55082GRADING ANDEROSION CONTROLPLANC301PROPOSED CONTOURS - MAJOR INTERVALGRADE BREAK LINEPROPOSED CONTOURS - MINOR INTERVAL949950950EXISTING CONTOURS2.0%950.00 TC949.50 GLGRADE SLOPESPOT ABBREVIATIONS:TC - TOP OF CURBGL - GUTTER LINEGO - GUTTER OUTB - BITUMUNOUSC - CONCRETEEO - EMERGENCY OVERFLOWTW - TOP OF WALLBW - BOTTOM OF WALL (F/G)(*) - EXISTING TO BE VERIFIEDSILT FENCERIP-RAP / ROCK CONST. ENTRANCEINLET PROTECTIONCONCRETE WASHOUT STATIONLOCATE DURING CONSTRUCTIONGRADING NOTES1.Tree protection consisting of snow fence or safety fence installed at thedrip line shall be in place prior to beginning any grading or demolitionwork at the site.2.All elevations with an asterisk (*) shall be field verified. If elevationsvary significantly, notify the Engineer for further instructions.3.Grades shown in paved areas represent finish elevation.4.All construction shall be performed in accordance with state and localstandard specifications for construction.5.Pavement grades within ADA parking stalls and access aisles shall notexceed 2.0% in any direction.6.At the completion of the project and prior to turf establishment andseeding, the Contractor shall de-compact the soils in areas that weredisturbed as a result of construction activities. De-compaction shallconsist of ripping, cultivating, or scarifying the top 12" in attempt toimprove the infiltration characteristics of the soils. The Contractor shalluse low impact earth moving equipment to prevent compaction of theunderlying soils, for both temporary and final grading and smoothing ofthe topsoil prior to seeding. See Landscape Plans for additionaldecompaction notes.EROSION CONTROL NOTES1.See Sheet C600 for Erosion Control Notes.LEGENDEROSION CONTROL BLANKET(TYP ALL SLOPES GREATER THAN 4:1)