C303GRADING GENERAL NOTES
ehverity
E N G I N E E R I N G
9229 Delegates Row, Suite 150
Indianapolis, IN 46240
317.706.2075
www.enverityENG.com
FF=834.50
FF=834.83
i
834.83
FF=834.83
I 7F=834.83
835.4 d
FF=835.40
Fr:=835.40
835.72
835.22
835.90 ❑
F 1 I.....92
i
/ u
TO G E 835•05
/ DR INAGE M
834.75 -
Ir V. W = 826.2
0 G INV. E 826.2
-F,,-,-,I .. . ADJUST T = GRADE
18"
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BUILDING it
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PARK EAST GA
(UNDER CONSTRU O
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I
CURB INLET
TOR = 835.91� `V
FF=,37.00
C ®'0.61%
838.75
838.75
(EXISTING) w
837.80 U
.op 0011 FF=838.75 I I II Z}
® III a II -I 00
I J
DRAT AG
8" PVC M TNCH TOR 8 w
DRAIN CONNECT TO EXISTIN INV S 83 55
00 INV 38I6 (FIELD IFY) INV. 83113 / II
DRAINAGE INLET
CURB IN
TOR = 837 12 /
II INV. N&S `8 4 IN TON 8311I2 I // II 0,
\ __-------_JNV 831.E / I
_-
837.35
RAIN E MH \
838.50 1 / _ - - 1 I`=1 OR = 337.4
I V. N\ 82851 \
-A.-N� = 83 .61 \
UI I / _ I WY,I V. NW = 83 .O1
1 / \ I I I v. S 828. 1
a3z5s I I I I / / _ - - _ I CURB IN ET
838.52 Co I I 1 1 / / 1 I I TO =1 837.56
838.46 I I / I INV. IN = \832.06
838.50 �II I I ITre�nc� D ain - EH INV. N = 8�6
I I
I---
\ I\ H i m 8 6 .
I
/
:7:5�.838.Oo
IInv6B 5
F 838.75
838.11
837.61
837.69
I
\
`4 '\ \ to\ BUJ i I in
837.22
ii37.1
837.26
D
837.19 836.62
836.69
836.84I
II
836.99 836.51
836.49 836
836.-
/
/
/
90
c 837.09
83
16
DRAI AGE INJ_ET
ADJUST TO GRADE
836&3624
��'�
R
\\
yI
I TN
N
S35 `�31.6
836.91
836.41
I
\\
\\ \ \ JI RQ LET
\ I \ _ 837.36
= 827.40
CLE
D
_ NW
= 827.36
/
®
(
42"
\
A`
CURB-INLETTnR
II
JI
42
p '
\ \
INV. S = 835.47
F.25 837.30
837.83
\
.75 0
11
\
r7I
II INLET=
83767
T ORB 837.74p4
II�INV.
r�
S\= 834.74
II
\I
A
TTORI
83M09
or INV. N /= 831.57 I
INV. W/ = 825.93
INV. /E = 826.45 I
/ 5
A
I / /
/
CURB INI ET /
TO = 8 5.10
a =
III
N
GRADING & DRAINAGE PLAN
SCALE: V = 20'
DRAINAGE MH
TOR = 838.85
INV. N = 834.22
INV. W = 827.07
INV. E = 827.13
A I
18 RCP /
N. 8
® a-�
U
DR
00 TO
DRAINAGE MH -/ \ \ I\ IN
TOR = 838.27 I \ - - J NII IN
INV. N = 827.97 CURB INLET
INV. S = 829.53 TOR = 838.42
INV. N = 829.85 INV. N = 835.00
INV. W = 827.97 IF T GRATE INLET
TOR = 838.38
INV. N & E = 833.96
AA I I °
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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.
/
5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN
y: o
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.
C
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
835.19
834.69
INDICATES TOP/BOTTOM CURB ELEVATION
835.54
PROPOSED SPOT ELEVATION
�- 827 _�
PROPOSED GROUND CONTOUR
EXISTING (OR UNDER CONSTRUCTION) GROUND CONTOUR
�v
/
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.O.
PROPOSED CLEAN -OUT
- - - - - - - - - - -----
PROPOSED STORM DRAIN PIPE
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TY RIGHTS OR OTHER RESERVED RIGHTS ALL
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THESE -INGS, OR THE RESULTING IIIIIING OR 111111GS, OR
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NO OR BUILDINGS MAY BE
DUPLICATED
FCOPIED, EXHIBIT EDBLPHHIOTOGRPPHEO PUBLISHEDD.
MODIFIED GROTHER"S
sPUGITmwn NDP DCORD DESIGN o 1. ULC,My *CO YRIGHT-5s R.
CONSTRUCTION DOCUMENTS
Set Issue Date Sheet Issue Date
ov09in
Drawn By Checked By
DBH Di
Last Revision Date
Sheet Title:
Area •3'
Grading & Drainage Plan
Sheet Number:
C303