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HomeMy WebLinkAboutC302 - GRADING PLAN (SOUTH)OHU OHUOHUOHU OHU OHUOHUOHU OHU OHU OHU OHUOHU OHUOHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUE E E E E E E E ST STBUSONLYProposed Building 111,802 sq. ft. FFE: 855.80 FFE = 855.806''SSDSSD6''SSD 6''SSD6''SSD6''SSD 6''SSD 6''SSD6''SSD6''SSD6 ''SSD 6 ''SSD6''SSD6''SSD6''SSD6''SSD6''SSD 6''SSD6''SSD6''SSD 6''SSD6''SSD6''SSD 6''SSD 6''SSD6''SSD 6''SSD 6''SSD6''SSD 6''SSD 6' 'SSD6''SSD 6''SSD 6''SSD6''SSD6''SSD6''S S D 6''S S D6''SSD 6''SSD 6''SSD6''SSD 6''SSD6''SSD 6''SS D 6''SSD 6''SSD6''SSD6''SSD6''SSD 6''SSD6''SSD6''SSD6''SSD6''SSD 6''SSD 6''SSD 6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD 6''SSD 6''SSD6''SSD6''SSD6''SSD 6''SSD 6''SSD6''SSD 6''SSD6''S SD 6''S S D 6''SSD 6''SSD6''SSD6''SSD6''SSD6''SSD'SSDSSD 6''SSD6''SSD BUSONLYProposed Building 111,802 sq. ft. FFE: 855.80 730 RIM=855.10 726 RIM=855.10 788 RIM=855.10 717 RIM=853.00 758 RIM=855.00 722 RIM=854.80 752 RIM=854.70 759 RIM=854.50 729 RIM=854.30 779 RIM=854.10 725 RIM=854.75 721 RIM=854.10 728 RIM=854.00 727 RIM=854.00751 RIM=853.20 719 RIM=854.20 724 RIM=853.00 723 RIM=853.50 716 RIM=853.00 748 RIM=854.20 753 RIM=853.10 750 RIM=852.70 715 RIM=851.50 720 RIM=852.90 718 RIM=852.90 RIM=852.55 749 RIM=852.50 778 RIM=852.40 747 RIM=851.75 760 RIM=852.25 746 RIM=852.20 777 RIM=851.90 761 RIM=851.80 714 RIM=851.50 RDRD RD RD RDRD RDRDRD RD RD RDRDRD RDRD RDRDRDRD RD RD RD RDRD RDRD RD RDRD RD RDRD RDRDRDRD RD RD RDRD RD RDRD RD RDNO PARKINGNO PARKING A RIM=854.50 B RIM=852.85 D RIM=854.28 E RIM=852.94 F RIM=854.44 C RIM=853.13 H.Pt. 4'W DEPRESSED CURB 4'W DEPRESSED CURB 15' ELEC ESMT 797 RIM=852.25 852853 854 854 854854854 8548548558548 5 38548 5 4 8 5 5 8 5 7 8 5 5 8 5 4 FFE = 855.80 8 5 28528 5 3 8 5 4850851 852853854854854851 852853854854852851MFPG: 855.30 MLAG: 855.13 MFPG: 855.30 MLAG: 855.13 MFPG: 855.30 MLAG: 855.13 MFPG: 855.30 MLAG: 855.13 MFPG: 855.30 MLAG: 855.13 MFPG: 855.30 MLAG: 855.13 MFPG: 855.30 MLAG: 855.13 MFPG: 855.30 MLAG: 855.13 MFPG: 855.30 MLAG: 855.13 MFPG: 855.30 MLAG: 855.13 MFPG: 855.30 MLAG: 855.13 PROPOSED LAND DISTURBANCE LIMITS (TYP) PROPOSED LAND DISTURBANCE LIMITS (TYP) 8 5 3 85485485385 3 853 85 4 8548 5 4 85485 5 855 855855855854 8548 5 485385 3 854 854854853853 8538538 5 2 852 853 8538 5 2 854854 85485 5 853 8 5 3 854857856857856855 855 85585 5 8 5 5 8558 5 6 8 5 6 854 8 5 5 8558548548548558 5 4 855854852 85 3 854 8 52 8 5 3 853RIM=854.70 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. TOPSOILSHALL 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. C302 Project Number: Drawing Number: Certified By: Checked ByDrawn ByIssue Date Revisions:PROJECT:Scope Drawings:CARMEL, INDIANAFORCARMEL CLAY SCHOOLSNEW ELEMENTARY SCHOOLSDrawing Title: 11-19-19 SO MK 18094 Rev. #Revision Description Issue Date CONFORMEDSETGRADING NOTES SCALE: 1" = 30' GRADING PLAN (SOUTH) :13 800 801 F.F.E. L.Pt. H.Pt.%1.00 FR INV.=800.50 T.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/GRADE GRADING PLAN LEGEND LINE TYPE / SYMBOL DESCRIPTION LINE TYPE / SYMBOL DESCRIPTION GRADING LIMITS ROOF DRAINRD 771.20 770.70 772.4 772.40 M.E. 772.4 1 ADDENDUM # 3 12/20/2019 ALL PROPOSED STORM SEWERS ARE PRIVATE SEWERS. SEWER OWNERSHIP 2 TAC COMMENTS 1/3/2019 3 ASI 001 02/14/2020 5 ASI 006 03/30/2020 6 ASI 007 03/30/2020 7 ASI 009 04/16/2020 8 ASI 010 04/27/2020 8 8 05/27/20