HomeMy WebLinkAboutC302 - GRADING PLAN (SOUTH)OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUEEEEE EEEBUSONLYProposed Building111,802 sq. ft.FFE: 855.80FFE = 855.80BUSONLYProposed Building111,802 sq. ft.FFE: 855.80C.O.C.O.C.O.730RIM=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=854.50753RIM=853.10750RIM=852.70715RIM=851.50720RIM=852.90718RIM=852.90RIM=852.55749RIM=852.50778RIM=852.40747RIM=853.10760RIM=852.25746RIM=852.20777RIM=851.90761RIM=851.80714RIM=851.50C.O.C.O.C.O.C.O.852853854
854854854854854 854
855854853854 854855857855852FFE = 855.80852853854855850851852853854 850851852853854855854 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: 855.131.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.:13800801F.F.E.L.Pt.%1.00FRINV.=800.50C302T.C.B.C.771.20770.70Project 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:11-19-19SOMK19012L772.4772.40M.E.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 NOTESGRADING PLAN LEGENDLINE TYPE / SYMBOLDESCRIPTIONLINE TYPE / SYMBOLDESCRIPTIONSCALE: 1" = 30'GRADING PLAN(SOUTH)772.4FR