HomeMy WebLinkAboutC302 - GRADING PLAN (SOUTH) (V2)OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUEEEEE EEESTSTBUSONLYProposed Building111,802 sq. ft.FFE: 855.80Xref .\Xref\FloorPlan-SITEPLANCE-ELECTRICAL 11-18-19.dwgFFE = 855.80BUSONLYProposed Building111,802 sq. ft.FFE: 855.80Xref .\Xref\FloorPlan-SITEPLANCE-ELECTRICAL 11-18-19.dwg730RIM=855.10726RIM=855.10788RIM=855.10717RIM=853.00758RIM=855.00722RIM=854.80752RIM=854.70759RIM=854.50729RIM=854.30779RIM=854.10725RIM=854.75721RIM=854.10728RIM=854.00727RIM=854.00751RIM=853.20719RIM=854.20762RIM=854.80724RIM=853.00723RIM=853.50716RIM=853.00748RIM=854.20753RIM=853.10750RIM=852.70715RIM=851.50720RIM=852.90718RIM=852.90RIM=852.55749RIM=852.50778RIM=852.40747RIM=851.75760RIM=852.25746RIM=852.20777RIM=851.90761RIM=851.80714RIM=851.506''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD 6''SSD 6''SSD
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855854853854 854855857855FFE = 855.80852852 853854850851852853854 851852853854855854 853 852 851MFPG: 855.30MLAG: 855.13MFPG: 855.30MLAG: 855.13MFPG: 855.30MLAG: 855.13MFPG: 855.30MLAG: 855.13MFPG: 855.30MLAG: 855.13MFPG: 855.30MLAG: 855.13MFPG: 855.30MLAG: 855.13MFPG: 855.30MLAG: 855.13MFPG: 855.30MLAG: 855.13MFPG: 855.30MLAG: 855.13MFPG: 855.30MLAG: 855.13PROPOSEDGRADINGLIMITS(TYP)PROPOSEDGRADINGLIMITS(TYP)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.C302Project Number:Drawing Number:Certified By:Checked ByDrawn ByIssue DateRevisions:PROJECT:Scope Drawings:CARMEL, INDIANA
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CARMEL CLAY SCHOOLS
NEW ELEMENTARY SCHOOLSDrawing Title:11-19-19SOMK18094Rev. #RevisionDescriptionIssueDateGRADING NOTESSCALE: 1" = 30'GRADING PLAN(SOUTH):13800801F.F.E.L.Pt.H.Pt.%1.00FRINV.=800.50T.C.B.C.FL MATCH EXISTING PAVEMENT SPOT GRADE GROUND 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 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 / SYMBOLDESCRIPTIONGRADING LIMITSROOF DRAINRD771.20770.70772.4772.40M.E.772.41ADDENDUM # 312/20/2019ALL PROPOSED STORM SEWERS ARE PRIVATE SEWERS.SEWER OWNERSHIP2TAC COMMENTS1/3/201922