HomeMy WebLinkAboutC301 - GRADING PLAN (NORTH)OHUOHUOHUOHU OHU OHU OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHUOHUOHU OHUOHUOHUOHU OHUOHU
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STOPDRIV E TO BE CONSTRUCTED BY OTHERSUNDERGROUND DETENTION
WALK TO BE CONSTRUCTED BY OTHERSPROPOSED BMP & ACCESS EASEMENT
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FFE = 855.806''SSD6''SSD6''S SD 6''SS D
6''SSD6''SSD6''SSD6''SSD6''SSD
6''SSD
6''SSD6''SSD 6''SSD6''SSD6''SSD6''SSD6''S6''SSD6''SSD6''SSD6''SSD 6''SSD6''SSD6''SSD 6''SSD6''SSD 6''SSD6''SSD 6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD6''SSD 6''SSD6''SSD 6''SSD6''SSD 6 ''SSD
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S
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6'
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6''SSD 6''SSD6''SSD 6''SSD6''SSD6''SSD 6''SSD6''SSD6''SSD 6''SSD6''SSD 6''SSD6''SSD 6''SSD6''SSD6''SSD 6''SSD6''SSD6''SSD6''SSD 6''SSD6''SSD6''SSD 6''SSD6''SSD6''S
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STOPDRIV E TO BE CONSTRU CTED BY OTHERSUNDERGROUND DETENTION
WALK TO BE CONSTRUCTED BY OTHERSPROPOSED BMP & ACCESS EASEMENT
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788
742
RIM=854.50
772
RIM=854.00
712
RIM=856.00
724
RIM=853.00
723
RIM=853.50
715
RIM=851.50
776
RIM=852.55
778
RIM=852.40
786
RIM=852.50
745
RIM=852.25
747
RIM=851.75
746
RIM=852.20
777
RIM=851.90
714
RIM=851.50
757
RIM=851.30
756
RIM=851.30
713
RIM=851.60
743
RIM=851.50
780
RIM=851.00
787
RIM=851.50
783
RIM=851.50
782
RIM=851.00
775
RIM=851.00
773
RIM=851.00
781
RIM=851.00
785
RIM=851.00
784
RIM=851.00
731
RIM=855.90
735
RIM=854.40
736
RIM=854.00
DETENTION: 7' CMP
FL / INV 843.8 (FLAT: 0% SLOPE)
(TOP OF PIPE 850.8)
HW 10-YR= 847.32
HW 100-YR= 850.59
6''SSD6''SSDRDRD RD RDRD
RDRD RDPROPOSED
ACCES
S
EA
SEMENT
NO PARKING771
RIM=854.10
770
RIM=854.20
734
RIM=854.20
732
RIM=854.60
733
RIM=854.20
711
RIM=856.10
710
RIM=856.20
791
RIM=854.54
792
RIM=854.50
744
RIM=852.35
4'W DEPRESSED
CURB
PROPOSED BMP & ACCESS EASEMENT
796
RIM=852.20
795
RIM=852.35
6''SSD6''S S D
8548558
5
4
8
5
5
8
5
7
8
5
5
852
8
5
2
853
852
8
5
4
852851852853854853853MFPG: 855.30
MLAG: 855.13 PROPOSED
LAND
DISTURBANCE
LIMITS
(TYP)
PROPOSED MH (SEE C601 & C602)
PROPOSED MH (SEE C601 & C602)
852
8538
5
3
853
85485485385
3
854
854853853 8538548
5
3
85385
3
854
853
853852
852852
8
5
2
852
852 852852852
852852 85285
2
8 52852852 852
853853
853853854
858
85
7
856853
854
85
5
85
3 854853855852853854855853853855856857
856
855855856857855
8
5
3
852 8528528548558
5
6
8
5
6
854
852
85
3
854
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.
C301
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
(NORTH)
:13
8 00
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
772.4
M.E.
772.40
772.4
770.70
771.20
1 ADDENDUM # 3 12/20/2019
GRADING LIMITS
ROOF DRAINRD
ALL PROPOSED STORM SEWERS ARE PRIVATE SEWERS.
SEWER OWNERSHIP
2 TAC COMMENTS 01/03/2020
3 ASI 001 02/14/2020
5 ASI 006 03/30/2020
7 ASI 009 04/16/2020
8 ASI 010 04/27/2020
8
05/27/20