Loading...
HomeMy WebLinkAboutC301 - GRADING PLANE E OHUOHUOHUOHUOHUOHUOHUOHUOHUEE E EWWWWWWWWWWWWWWWW EW W W WWWWW W W WW FDC WWWWWWWWWWWWWWWWWWWWWSSSSSSSSSSSSSSSSSSSSSSSSSSSTSTSTSTd~56"TOP 24" PIPELINE (ABANDONED)= 880.13PROP BSMT FFE=870.47EX UPPER FFE=893.50EX UPPER FFE=893.50EX UPPER FFE=893.50PROP BSMTFFE= 870 .47EX MIDFFE= 887.14PROP UPPERFFE= 885 .14INV = 881.65SCCCEEE E E E E E EPROP UPPERFFE= 885.14EX BSMT FFE=880.90PROP EL=884.14PROP UPPERFFE= 885 .14PROP UPPERFFE= 885 .14ELEVATOREL= 870 .47INV IN=878.74INV OUT=878.64INV IN=877.67DSDSDSDSDSDSDSSTSTSTSTSTSTSTSTSTSTSTSTDSEE PTCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC CCINV= 876.83" SAN ITARY SEWER FORCE MA IN LATERAL ST ST ST ST703RIM=883.20704RIM=884.20705RIM=884.30712RIM=883.60711RIM=884.46713RIM=883.80726RIM=883.90727RIM=883.00710RIM=883.30725RIM=883.30724RIM=882.44722RIM=882.46721RIM=882.12702RIM=883.50701RIM=881.88706RIM=884.15707RIM=884.30708RIM=884.20709RIM=884.70723RIM=882.60ST1 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 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 / SYMBOLDESCRIPTION1.TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROMWITHIN THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALLBE STRIPPED TO THE DEPTH SHOWN IN THE GEOTECHNICAL REPORT, OR TO ADEPTH OF 6 INCHES, WHICHEVER IS GREATER.2.TOPSOILSHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BESEEDED OR SODDED PER THE SPECIFICATIONS.3.EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILLAREAS AS AVAILABLE.4.ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESSOTHERWISE SHOWN.5.FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONSUNLESS OTHERWISE SHOWN.6.THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIORTO COMMENCING CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THEENGINEER. ADJUSTMENTS TO PROPOSED FINISH GRADES BASED UPON THEEARTHWORK QUANTITY ANALYSIS SHALL BE APPROVED BY THE ENGINEER.GRADING NOTESSCALE: 1" = 20'GRADING LIMITSGRADING PLANC301DRAWING TITLE:CERTIFIED BY:DRAWING NUMBERPROJECT NUMBERREVISIONS:SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the projectin terms of architectural design concept, the dimensions ofthe building, the major architectural elements and the typeof structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe allwork required for full performance and completion of therequirements of the Contract. On the basis of the general scope indicated or described,the trade contractors shall furnish all items required for theproper execution and completion of the work.ISSUE DATEDRAWN BYCHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow.before you dig.Call2021-06-04SOMKPARISH LIFE CENTER PROJECT OUR LADY OF MT. CARMEL CHURCH 14598 OAK RIDGE RD, CARMEL, IN 46032190381TAC COMMENTS9/13/2021