HomeMy WebLinkAboutC302 - GRADING PLAN (SOUTH)FFE = 868.5025'W SAN SWR ESMT25'W SAN SWR ESMTOUTDOORMECHANICAL UARD711RIM=864.00712RIM=864.00713RIM=864.00720RIM=865.60721RIM=865.25721ARIM=867.00722RIM=865.25723RIM=866.00724RIM=864.00724ARIM=866.80724BRIM=868.00724CRIM=868.70725ARIM=865.25726RIM=864.25726ARIM=864.65726BRIM=866.10726CRIM=866.75731RIM=865.00732RIM=865.00732ARIM=866.60732BRIM=866.50870868869866867865866867868868868866867868868868868869
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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
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EMERGENCYSPILLWAYW/ RIP
RAPREVETMENT COVER
DRAINAGE ESMTREMOVE TREES & GRADE4' W SWALE TO PROVIDEPOSITIVE DRAINAGE20'W BMP ACCESS ESMT20'W BMP ACCESS ESMT25'W SAN SWR ESMT25'W
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ESMT25'W SAN SWR ESMT30'W DRAINAGE ESMTPROPOSED ROWPROPOSED ROWOUTDOORMECHANICAL UARD20' BMP
ACCESSEASEMENTSILVARA COURT
DOMINO
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CLAY CENTER ROAD
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G NO PARKINGGRADING NOTESSCALE: 1" = 30'18095Project Number:Drawing Number:Certified By:Checked ByDrawn ByIssue DateRevisions:PROJECT:Scope Drawings:CARMEL, INDIANA
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CARMEL CLAY SCHOOLS
CARMEL ELEMENTARY SCHOOLSDrawing Title:06-21-19SOMKRev. #RevisionDescriptionIssueDate1ADDENDUM7/9/2019KEYMAPC302 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 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 PLAN LEGENDLINE TYPE / SYMBOLDESCRIPTIONLINE TYPE / SYMBOLDESCRIPTIONC302GRADING PLAN(SOUTH SCHOOL)FRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFRFR2TAC COMMENTS8/12/2019 SWALE WITH SSD SWALE