HomeMy WebLinkAboutC301 - GRADING PLAN (NORTH) (V2)OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHU
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4TH AVENUESTOPSTOP
DO NOTENTERSTOP1234567891012345678910STOPSTOPDETENTION: 7' CMPFL / INV 843.8 (FLAT: 0% SLOPE)(TOP OF PIPE 850.8)HW100= 850.7DRIVE AND WALK TO BE CONSTRUCTED BY OTHERS
PROPOSED BMP & ACCESS EASEMENTPROPOSED ACCESS EASEMENTUNDERGROUND DETENTIONXref .\Xref\FloorPlan-SITEPLANCE-ELECTRICAL 11-18-19.dwg
UNDERGROUND DETENTIONFFE = 855.80STOPSTOP
DO NOTENTERSTOP1234567891012345678910STOPSTOPDETENTION: 7' CMPFL / INV 843.8 (FLAT: 0% SLOPE)(TOP OF PIPE 850.8)HW100= 850.7DRIVE AND WALK TO BE CONSTRUCTED BY OTHERS
PROPOSED BMP & ACCESS EASEMENTPROPOSED ACCESS EASEMENTUNDERGROUND DETENTIONXref .\Xref\FloorPlan-SITEPLANCE-ELECTRICAL 11-18-19.dwg788 742RIM=854.70772RIM=854.00712RIM=856.30724RIM=853.00723RIM=853.50715RIM=851.50776RIM=852.55778RIM=852.40786RIM=852.50745RIM=852.25747RIM=851.75746RIM=852.20744RIM=852.00777RIM=851.90714RIM=851.50757RIM=851.30756RIM=851.30713RIM=851.60743RIM=851.50780RIM=851.00787RIM=851.50783RIM=851.50782RIM=851.00775RIM=851.00773RIM=851.00781RIM=851.00785RIM=851.00784RIM=851.00731RIM=855.90735RIM=854.60736RIM=854.00DETENTION: 7' CMPFL / INV 843.8 (FLAT: 0% SLOPE)(TOP OF PIPE 850.8)HW 10-YR= 847.31HW 100-YR= 850.566''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSDRDRDRDR
D RDRDRDRDFUTURE LIBRARY DRIVE
PROPOSED BMP & ACCESS EASEMENTPROPOSED ACCESS EASEMENTNO PARKING6''SSD 6''SSD
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D 771RIM=854.10770RIM=854.20734RIM=854.50732RIM=854.85733RIM=854.85711RIM=856.30710RIM=855.506''SSD6''SSD6'
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MFPG: 855.30MLAG: 855.13PROPOSEDGRADINGLIMITS(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.C301Project Number:Drawing Number:Certified By:Checked ByDrawn ByIssue DateRevisions:PROJECT:Scope Drawings:CARMEL, INDIANA
FOR
CARMEL CLAY SCHOOLS
NEW ELEMENTARY SCHOOLSDrawing Title:11-19-19SOMK18094Rev. #RevisionDescriptionIssueDateGRADING NOTESSCALE: 1" = 30'GRADING PLAN(NORTH):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 / SYMBOLDESCRIPTION772.4M.E.772.40772.4770.70771.201ADDENDUM # 312/20/2019GRADING LIMITSROOF DRAINRD2ALL PROPOSED STORM SEWERS ARE PRIVATE SEWERS.SEWER OWNERSHIP2TAC COMMENTS1/3/20192