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HomeMy WebLinkAboutC301 - GRADING PLAN (NORTH)FFE = 868.50PROPOSED ROW726RIM=864.25726ARIM=864.65726BRIM=866.10726CRIM=866.75727RIM=865.15727DRIM=865.85727ARIM=866.00727BRIM=868.60728RIM=866.35729RIM=864.55732ARIM=866.60732BRIM=866.50733RIM=865.00734RIM=863.50866867868868869869865865870866866867868869871872870868869866867 865866867 NO PARKINGM.E.866 868 867868 8678 6 6 8668658638648668658648658658678678688 6 6 M.E.1.TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITSOF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWNIN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER.2.TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDEDPER THE SPECIFICATIONS.3.EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS ASAVAILABLE.4.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISESHOWN.5.FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESSOTHERWISE SHOWN.6.THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCINGCONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO PROPOSEDFINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE APPROVED BY THEENGINEER.HW 100: 855.8NORMAL: 851.0112' W IDE EMERGENCYSPILLWAYW/ RIP RAPREVETMENT COVERDRAINAGE ESMTREMOVE TREES & GRADE4' W SWALE TO PROVIDEPOSITIVE DRAINAGE20'W BMP ACCESS ESMT20'W BMP ACCESS ESMT25'W SAN SWR ESMT25'W SAN SWR ESMT25'W SAN SWR ESMT25'W SAN SWR ESMT30'W DRAINAGE ESMTPROPOSED ROWPROPOSED ROWOUTDOORMECHANICAL UARD20' BMP ACCESSEASEMENTNO PAR KING NO P ARK ING NO P A R K I N G NO PARKING GROUND SPOT GRADE:13800801F.F.E.L.Pt.H.Pt.%1.00FRINV.=800.50T.C.B.C.771.20770.70772.4772.40M.E.772.4FL MATCH EXISTING PAVEMENT SPOT GRADE TOP OF CURB AND BOTTOM OF CURB H:V RATIO GRADE PIPE INVERT ELEVATION FLOOD ROUTE FLOW LINE SPOT GRADE POND CONTOUR SWALE WITH SSD POND BOTTOM POND NORMAL POOL LOW POINT INTERMEDIATE CONTOUR INDEX CONTOUR GRADE BREAK FINISHED FLOOR ELEVATION HIGH POINT EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR FLOW DIRECTION w/GRADEGRADING NOTESGRADING PLAN LEGENDLINE TYPE / SYMBOLDESCRIPTIONLINE TYPE / SYMBOLDESCRIPTIONSCALE: 1" = 30'18095Project Number:Drawing Number:Certified By:Checked ByDrawn ByIssue DateRevisions:PROJECT:Scope Drawings:CARMEL, INDIANA NEW FOR CARMEL CLAY SCHOOLS CARMEL ELEMENTARY SCHOOLSDrawing Title:06-21-19SOMKRev. #RevisionDescriptionIssueDate1ADDENDUM7/9/2019KEYMAPC301C301GRADING PLAN(NORTH SCHOOL)FRFRFRFRFRFRFRFRFRFRFRFR2TAC COMMENTS8/12/2019 SWALE