C300ehverity
E N G I N E E R I N G
9229 Delegates Row, Suite 150
Indianapolis IN 46240
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TOR 833.06�
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INV. W = 825.93
INV. ,E = 826.45 1 T
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INV. N = 32 35
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CURB IINLET II -rr�
To { 83 829
W
INV. 829.42 1 DRAI14AGE MH
\ TOR - 834.96
INV. �! = 832.01 /
8" RCP
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\I V. S = 832.07
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TOR } 83352 830.
II INV. $ = 830.87
SANITARY M
0.
To= 837.64
m
INV. S = 829.24
N
OVERALL GRADING PLAN
SCALE: 1" = 40'
\
' m
DRAINAGE MHDRAINAGE
TOR = 838.8.85
MH
TOR = 838.27
\
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INV. N = 834.22
INV. N = 827.97
_
CURB INLET
IV. W = 827.07
NV:
INV. 5 = 829.53
TO = 838.42
IV. E = 827.13
INV. N = 829.85
INV. N = 835.0000
INV. W = 827,97 F1
4T GRATE INLET
TO = 838.38
INV. N
& E = 833.96
6" PVC
No Terminus
Found
CPP 999
DI
N
MH
'7.33
829.95
829.83
832.35
24_RCP
INLET
835.88
INV. W = 8_43
SANITARY MH
TOR - 837.81
INV. N - 828.41
INV. S = 828.51
INV. E = 827.56
INV. W = 827.53
BEEHIVE INLET
TOR = 836.56
INV. W = 833.91
I
I � INLET
I I TOR - 838.18
INV. N 832.58
INV. E 832.58
INV. SW - 832�58
�12" RCP
IN �T
TORR - 837.77
INV. NE = 832.52
INV.I SW = 832.22
SANITARY MH
TOR - 838.57
INV. N = 830.68
INV. S = 830.74
BEEHIVE INLET
TOR - 836.98
INV. S = 833.88
INV. E = 835.68
VC INV. W = 832.85
P
12" RCP
DRAINAGE MH
TOR - 838.21
INV. N = 834.39
INV. S = 834.51
GRADING GENERAL NOTES 317.706.2075
www.enverityENG.com
1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR
ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT. Engineer:
2. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS
NECESSARY.
3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT
THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT
MATERIAL.
4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING
AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE
DAMAGE TO ROOT SYSTEM.
TY:_
5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN
AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER
REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO NOT TO
CAUSEDAMAGE
6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE
FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED
ACROSS THAT SEEDED AREA.
�
❑
7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING
�
CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS
OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR
CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED.
ElORIGINAL
LEGEND
71354' 9
634.69
INDICATES TOP/BOTTOM CURB ELEVATION
835.54
PROPOSED SPOT ELEVATION
�- 827 _�
PROPOSED GROUND CONTOUR
EXISTING (OR UNDER CONSTRUCTION) GROUND CONTOUR
/
STORM SEWER CONSTRUCTED B.P. #1
- - - - - - - - - - - - - - -
ROOFDRAIN UNDER CONSTRUCTED B.P. #1
❑
STORM INLET CONSTRUCTED B.P. #1
(ADJUST CASTING TO PROPOSED GRADES SHOWN)
O
STORM MANHOLE CONSTRUCTED B.P.#1
(ADJUST CASTING TO PROPOSED GRADES SHOWN)
•C•0•
PROPOSED CLEAN -OUT
- - - - - - - - - - -----
PROPOSED STORM DRAIN PIPE
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KEY PLAN
OVERALL SITE "A"
SCALE NTS
PLAN NORTh
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COPYRIGHT & OWNERSHIP OF DOCUMENTS
THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND M LIFE SOLE
o olsmleurloN TO OTHER PAR PARTIES IS NOT m BECONSTRUED AS
ORMATION COINTELLECTUAL NTAINEDH HEREIN N CONSIITESERTY RIG.- STRVED RIGHTS ALL
ECRIGINALAND
PEUCOR DESIGN GROU, LLCPUBLISH- THE C N'O PART OR WHOLE OFTTHB DESIGN.
THESE DRAWINGS, OR THE RESULTING BUILDING OR BUII OR
PORTIONS
RESULT
ING OR BUILDINGS 1AY'E
INGE
4FIHDUPLCATRCOPEDOTOGPHE., PUBLISHED.
D.
SIUO'MNP'CONSNCOYG'Wss R.
TNAAD E IGG1-ULC,*PRIHT1
CONSTRUCTION DOCUMENTS
Set Issue Date Sheet Issue Date
01/09/17
Drawn By Checked By
DBH DBH
Last Revision Date
Sheet Title:
Overall Grading Plan
Sheet Number:
C300