HomeMy WebLinkAboutC5.0 GRADING PLANPROPOSED BUILDING
±21,456 SF
FFE = 907.90
HARLESTON STREET
TOWNE ROADSTR. BMP 1
RIM=906.63
STR. 202
RIM=906.36
STR. 201
RIM=906.35
STR. 101
RIM=906.27
STR. 101A
RIM=906.23
STR. 102
RIM=906.06
STR. 200A
RIM=905.80
907.41
906.91
907.26
906.76
907.18
906.68
907.02
906.52
907.09
906.59
907.29
906.79 907.38
906.88
907.35
906.85
907.49
906.99
907.40
906.90
907.27
906.77
907.19
906.69
907.33
906.83
907.60
907.10 907.78
907.28
907.88
907.38
907.72
907.22
907.65
907.15
907.58
907.08
907.34
906.84
907.13
906.63
907.21
906.71 907.21
906.71
907.73
907.23907.34
906.84
907.75
907.25
907.75
907.25
907.50
907.00
907.50
907.00
907.50
907.00
907.65
907.15
907.84
907.34
906.98
906.48
906.28
906.28
907.00 ME
906.38 ME
906.00 ME
907.75
907.25 907.75
907.25
907.48
906.98
907.48
906.98
907.34
906.84
907.75
907.25
907.75
907.36
907.48
906.98
907.52
907.02
907.34
906.84
STR. 103
RIM=906.30
907.75
907.75
907.75
907.75
907.90
907.57907.57907.41
907.44
907.75
907.25
907.53
907.03 907.53
907.03
907.42
906.92
906.76906.59 907.07 907.46
906.96
907.51
907.01
907.08
906.82
907.09
906.59
907.16
906.66
907.30
906.80
907.37
906.87
907.11
906.61
907.28
906.78
906.87
907
908906905
9
0
6 906
907
907
906907
907
9
0
5
90590590
6
907907 904904905907.02
906.52
906.63
906.64
907.27
906.77
907.27
906.77
906.98
906.48
906.98
906.48
906.43 ME
907.23 ME
907.80 ME
907
907
907
9
0
7
907
907
90
6
906905906
907906
907
906.62
906.62
906.35
906.35
906.88
906.38
905.50 ME
906.75
906.25
906.06
905.56
906.00 ME
906.57 ME 906.52 ME
905.65 ME 905.59 ME
905.16 ME
906.52
906.02
907.65
907.15
907.07
906.57
906.18
905.68
906.14
905.64
905.69
905.19906.06 ME
906.64
906.14
907.90
907.69
907.69
907.60
907.10
907.60
907.10
907.10
907.10
907.10
907.10
906.71 ME
906.82 ME
906.78 ME 906.75 ME
907.60
907.10
907.70
907.90
907
906.57 ME 906.09 ME
907.60
907.10
907.60
907.10 906.53
906.03
906.73907.40907.88
907.70
907.20
906.13
905.63
905.67
905.67
905.83
905.83
906.37
905.87
905.52
905.68
904.86
904.76
905.13
905.28
904.37 ME
904.38 ME
907.84
907.34
907.75
907.25
907.90
907.35907.25
906.75
907.25
906.75
906.50
906.00
9
0
7
907907.90
907.90
907.08
907.35
906.71
906.82
906.32
907907.71 ME 906.89 ME 907.35 ME 907.31 ME
907.23 ME 907907.85
GRADING PLANC5.03850 Priority Way South Drive, Suite 110Indianapolis, IN 46240Phone: (317) 779-2194NO.DATEREMARKSFILENAME:
DATE:
JOB NO.
SHEET
02/14/2023
12357 ACE HARDWAREVillage of WestClayHARLESTON STREET, CARMEL, IN 46032FILENAME:
12357_C5.0 GR
SCALE 1" = 20'
200 40
N
R
CERTIFIED BY
NOT
F
O
R
CON
S
T
R
U
C
TI
O
N
GRADING LEGEND:
FFE
850
850
850
FINISHED FLOOR ELEVATION
LOCAL DRAINAGE
MAJOR CONTOUR
MINOR CONTOUR
EXISTING CONTOUR
TOP OF CURB
EDGE OF PAVEMENT
GRADE BREAK
850.50
850.00
1.ALL ELEVATIONS AT CONSTRUCTION LIMITS SHALL MATCH EXISTING GRADE.
2.TOPSOIL SHALL BE PLACED IN ALL LANDSCAPE AND YARD AREAS WITH A MINIMUM
DEPTH OF 6".
3.MAINTAIN SITE DRAINAGE AT ALL TIMES DURING EARTHWORK OPERATIONS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY DRAINAGE
FACILITIES IF NECESSARY THROUGHOUT CONSTRUCTION.
4.CONTOURS SHOW GRADING INTENT. THE CONTRACTOR MUST USE PROPOSED SPOT
GRADE ELEVATIONS AND PROFILES TO BUILD SITE. CONTACT ENGINEER IF
ADDITIONAL SPOT GRADES ARE NEEDED FOR CONSTRUCTION.
5.PAVEMENT AREAS SHALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND
COMPACTED PER SPECIFICATIONS. FILL AREAS FOR PAVEMENTS ARE TO BE
STRIPPED OF ALL TOPSOIL PRIOR TO PLACEMENT OF FILL.
6.ANY DISCREPANCIES OR CONFLICTS WHICH BECOME APPARENT BEFORE OR DURING
CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
PRIOR TO CONSTRUCTION SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.
7.SEE STORM SEWER PROFILES FOR STORM SEWER INVERT AND RIM ELEVATIONS.
8.CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING THAT STAKED GRADES MATCH
DESIGN ELEVATIONS AND POSITIVE DRAINAGE TO STORMWATER MANAGEMENT
SYSTEM IS ACHIEVED. CONTACT ENGINEER IF DESIGN ELEVATIONS DO NOT PROVIDE
POSITIVE DRAINAGE.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EARTHWORK
QUANTITIES AND INCLUDE ANY NECESSARY EXPORT OR IMPORT OF MATERIAL.
IMPORT MATERIAL SHALL BE PRE-APPROVED BY THE ENGINEER/ARCHITECT. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO REVIEW THE EXISTING CONDITIONS AND INCLUDE
IN THEIR BID ALL EARTHWORK COSTS INCLUDING IMPORTS AND/OR EXORTS
NECESSARY TO MAKE THE SITE BALANCE.
10.CONTRACTOR TO ADJUST ALL EXISTING SURFACE INFRASTRUCTURE (HYDRANTS,
VALVES, HANDHOLES, CASTINGS, IRRIGATION SYSTEM, UTILITY PEDESTALS, ETC.) AS
REQUIRED TO MEET PROPOSED GRADE AT NO COST TO OWNER.
11.PROVIDE POSITIVE DRAINAGE WITHOUT PONDING IN ALL AREAS. AFTER
INSTALLATION, CONTRACTOR TO TEST FOR AND CORRECT, IF ANY, STANDING WATER
CONDITIONS AT NO COST TO OWNER.
12.CONTRACTOR TO PERPETUATE ANY SUBSURFACE DRAIN TILES OR PIPES
ENCOUNTERED DURING CONSTRUCTION AND PROVIDE POSITIVE OUTLET TO
DOWNSTREAM RECEIVING SYSTEM. CONTRACTOR TO NOTIFY THE ENGINEER WITH
ANY CIRCUMSTANCES WHERE THIS CANNOT BE ACCOMPLISHED.
GRADING NOTES: