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CATCH BASIN/MANHOLE/RISERREMARKSCASTING SCHEDULENOTE:1.CASTINGS SHALL BE NEENAH FOUNDRY CASTINGS OR APPROVED EQUIVALENT.2.CASTINGS SHALL BE STAMPED WITH APPROPRIATE UTILITY NAME ("STORM SEWER", "SANITARY SEWER")CASTING SCHEDULEN T SGRATE TYPE(NEENAH)STORM CURB INLETR-3067TBD STORM AREA DRAIN INLETR-2501TBDSTORM MANHOLER-1642TBDRIPRAP OUTLET / OVERFLOWN T SEARTH DIKE10:1 SIDESLOPES ONDITCH SIDESECTION A-AISOMETRIC VIEW3 FT MIN.TOP WIDTHL = 8 FT.2 FT MIN.VARIESWEIR CRESTINSTALL ENKAMAT PER MANUF. SPECIFICATIONSEARTH BERMEARTH DIKEFLOWFLOWF <br />L <br />O <br />W <br />SEE GRADIGN PLAN FORBASIN DEPTHGROUND LINE /BASIN BOTTOMENKAMAT OR APPROVEDALTERNATEREINFORCED TURF MATTINGEXTEND ENKAMAT PER RCWDDIRECTION. NEED TO PREVENTEROSION WITHOUTREMOVING VOLUME FROM DITCH34" PVC DRAIN TILE DETAILN T S8"PAVEMENT BASEAGGREGATE BASEMNDOT FINE FILTERAGGREGATE 3149.2J4" PERFORRATED PVC PERMNDOT 3278 W/ FABRIC SOCKGEOTEXTILE FABRICMNDOT 3733, TYPE 1ON SIDES ANDBOTTOM ONLYSTABILIZEDSUBGRADENOTE: FOR USE WITH CLAY SUBGRADES ORIN AREAS WITH LESS THAN 4 VERTICAL FEETOF FILL IF USING GRANULAR SUBGRADES.2Civil Engineering Surveying Landscape Architecture4931 W. 35th Street, Suite 200St. Louis Park, MN 55416civilsitegroup.com 612-615-0060PROJECT <br />ISSUE/SUBMITTAL SUMMARYDATEDESCRIPTION. .. .. .. .. .. .PROJECT NUMBER:DRAWN BY:REVIEWED BY:. .. .. .. .. .. .. .COPYRIGHT CIVIL SITE GROUP INC.cP <br />R <br />E <br />L <br />I <br />M <br />I <br />N <br />A <br />R <br />Y <br />: <br />N <br />O <br />T <br /> <br />F <br />O <br />R <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N44263Matthew R. PavekLICENSE NO.DATEI HEREBY CERTIFY THAT THIS PLAN,SPECIFICATION, OR REPORT WASPREPARED BY ME OR UNDER MY DIRECTSUPERVISION AND THAT I AM A DULYLICENSED PROFESSIONAL ENGINEERUNDER THE LAWS OF THE STATE OFMINNESOTA.3/26/2112/13/20 REVISED CITY SUBMITTAL12/23/20 REVISED CITY SUBMITTAL1/5/20 WATERSHED SUBMITTAL1/26/213/8/21 REVISED WETLAND PLANS12/4/20 CITY SUBMITTALCITY RESUBMITTAL3/26/21 FINAL PLAT SUBMITTAL18301mp, ktmp, ktThe Meadows at Hugo <br />Hugo, MN <br />11460 Robinson Dr. NW, Minneapolis, MN 55433 <br />Centra North, LLCREVISION SUMMARYDATEDESCRIPTIONC6.4CIVIL DETAILS. .. .. .. .. .. .S4.2%TYPICAL LOT INFORMATION:GF=GARAGE FLOOR (ATFRONT OF GARAGE)BUILDING PAD - VILLA - SLAB ON GRADE PADN T S15'70' PAD5' OVERSIZING (TYP.)5' OVERSIZING (TYP.)10'BUILDING LINE <br />BUILDING LINE <br />1:1 SLOPECOMPACTED STRUCTURAL BACKFILLCONTRACTOR TO EXCAVATE SOIL MATERIAL AS REQUIRED BY SOILS ENGINEER.TOP OF STABLE SUBSOIL (PER SOILS ENGINEER)(PER SOILS ENGINEER)BACK OF CURBGARAGE FLOOR ELEV.PER PLANVARIESGRADE ELEVATION =GARAGE FLOOR ELEVATION6" BELOW TOP OF BLOCKPER ELEVATION ON PLAN0.5' TOPSOILTOPSOIL / GRADING GRADEFINISHED GRADEFINISHED GRADE1.0'HOLD DOWNGARAGE FLOOR ELEV.NOTE:1. THE DESIGNATED HOLD DOWN SHALL BE COMPLETED ACROSS THE ENTIRE WIDTH OF THE LOT (SIDE LOTLINE TO SIDELOTLINE)2. THE SOIL CORRECTION SHALL BE COMPLETED ACROSS THE ENTIRE WIDTH OF THE LOT (SIDE LOTLINE TO SIDE LOTLINE)15'BCROW/PROP LINEFRONT SETBACKSIDEWALK/TRAIL0.5'MIN <br />TOPSOIL / GRADING GRADE10'D&U EASEMENTSUBGRADE5% SLOPE1:1 SLOPE3:1 MAX1RP=REAR PAD GRADE(GROUND GRADE ATREAR OF BUILDINGPAD)TYP. LOT DIMENSIOND & U EASEMENTBUILDING SETBACK