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HomeMy WebLinkAboutC301-GRADING-PLAN-Rev.0EX SANCTUARY LEVEL FFE= 893.50 PROP G R O U N D L E V E L FFE= 8 8 5. 1 4 S C CCEEE E E E E E EPROP UPPER FFE= 885.14 PROP EL= 884.14 PROP GROU ND LE V E L FFE= 8 8 5. 1 4 PROP G R O U N D L E V E L FFE= 8 8 5. 1 4 INV IN=878.74 INV OUT=878.64 INV IN=877.67 DS DSDS DS DS DS DS ST ST ST ST ST ST ST ST STSTST ST ST DS E EPT CCCCC C C C C C C C C C C C C C C C CC C C C C C C C C C C C C INV= 876.8 3" SANI TARY SEWER FORCE MAI N LATE R A L S TDS DS ST20' W BMP ACCESS EASEMENTEX 750 RIM=883.36 712 RIM=883.60 703 RIM=883.20 704 RIM=884.20 705 RIM=884.30 706 RIM=884.15 707 RIM=884.30 708 RIM=884.20 709 RIM=884.70 727 RIM=883.00726 RIM=883.90 725 RIM=883.30 710 RIM=883.30 721 RIM=882.12 722 RIM=882.46 723 RIM=882.60 724 RIM=882.44 701 RIM=881.88 STSTSTST702 RIM=883.50 ST ST ST 711 RIM=884.46 713 RIM=883.80 728 RIM=884.50 PROP BSMT FFE= 870.47 EX LOWER LEVEL FFE= 881.00DS DSE EEEEEE EEE EEEEE E GGGGGGG GG GG G GG GGG C C C CC CCE EE E EEEEEEE E EEWWW W WWW E E E E E E E E E EE E E EE EE EE G G G G G G G G G G G G G G G G G G G G G G G G G W W W W OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C E E E OHU OHU OHU OHU OHU OHU OHU OHU OH U E E E E E E C C C C C C C C C C C C C C C C C C C C C C C C C C WW W W W W W W W WEEEE EE E W W W WW WW W W WW W W W W E E E E E E E E E E W W W W W W E WW W E E E W WW W W W W EEEEE E EEEEW W W W W W W W W W W W W W W W W W W W W W W EE EEE EE E E EE EEEEEEEEEEE EEEE EE E EEWWW WW W W WWW WW WFDCW WWWW WWW WW W W W W W W W W W W WSSSS SS SS SS SS SS SS SS SS SS SS SS ST ST STST d~56" TOP 24" PIPELINE (ABANDONED)= 880.13 MFPG: 8 8 4. 6 4 MLAG: 884.4 7 MFPG: 8 8 4. 6 4 MLAG: 8 8 4. 4 7 MFPG: 884.64 MLAG: 884.47 MFPG: 884.64 MLAG: 884.47 884 88 4 883 8 84 883 8 84 883 882 883 884 884 884 88 4 885 884884 88488 4 884 883 88 5 8 8 5 GROUND SPOT GRADE :13 800 801 F.F.E. L.Pt. H.Pt.%1.00 FR INV.=800.50 T.C. B.C. 771.20 770.70 772.4 772.40 M.E. 772.4 FL 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/GRADE GRADING PLAN LEGEND LINE TYPE / SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION 1. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS TO RECEIVE PAVING AND FROM WITHIN THE LIMITS OF PROPOSED BUILDINGS AND STRUCTURES. TOPSOIL SHALL BE STRIPPED TO THE DEPTH SHOWN IN THE GEOTECHNICAL REPORT, OR TO A DEPTH OF 6 INCHES, WHICHEVER IS GREATER. 2. TOPSOIL SHALL BE PLACED TO A DEPTH OF 4 TO 6 INCHES IN ALL AREAS TO BE SEEDED OR SODDED PER THE SPECIFICATIONS. 3. EXCESS TOPSOIL MAY BE PLACED IN MOUNDING AREAS AND NONSTRUCTURAL FILL AREAS AS AVAILABLE. 4. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SEEDED OR SODDED UNLESS OTHERWISE SHOWN. 5. FINAL GRADES AT THE PROJECT BOUNDARY SHALL MATCH EXISTING ELEVATIONS UNLESS OTHERWISE SHOWN. 6. THE CONTRACTOR SHALL PERFORM AN EARTHWORK QUANTITY ANALYSIS PRIOR TO COMMENCING CONSTRUCTION TO CONFIRM SUCH QUANTITIES WITH THE ENGINEER. ADJUSTMENTS TO PROPOSED FINISH GRADES BASED UPON THE EARTHWORK QUANTITY ANALYSIS SHALL BE APPROVED BY THE ENGINEER. 7. THE MINIMUM FLOOD PROTECTION GRADE IS 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, PIPE ENTRANCES, WINDOW WELLS, AND ANY OTHER STRUCTURE MEMBER WHERE FLOODWATERS CAN ENTER A BUILDING. 8. THE LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL. GRADING NOTES SCALE: 1" = 20' GRADING LIMITS GRADING PLAN C301 DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS: These drawings indicate the general scope of the project in 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 all work required for full performance and completion of the requirements 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 DATE DRAWN BY CHECKED BY© 2018 CSO Architects, Inc. All Rights ReservedKnow what'sbelow. before you dig.Call 2021-09-17 SO, MK & DA KCPARISH LIFE CENTER PROJECT14598 OAK RIDGE RD, CARMEL, IN 4603219038PROJECT:OUR LADY OF MT. CARMELCATHOLIC CHURCH2 1 TAC COMMENTS 9/17/2021 2 REV 2 - OWNER & TAC COMMENTS 10/05/2021 2 2 2 2 12/13/21