C302GRADING 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
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.5; 83326 � ADJUST TO GRADE
I833u�83U
833.33 833.68 834.08
833.58
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833.75
834.00 V
F F=834.50
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aka
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FF=850.00
PLAZA LEVEL
BAI DWIN/CHAMB R
UNDER CONS--R
FF=834 0
GROUND LEVEL
GARAGE TRENCH DRAIN
GARAGE THE -
(CONNE
DRAINS WI 8• PVC)
T.C. 835.50�
INV. 834.45
a
LD[IG
6U Q
TIO kDDE
kGE INLET
= 837.0
RN�0
DRAINAGE Nd
TOR = 834.80 III
INV. S = 828.77 11�I II
TRENCH Dj AIN
TOR �= 83�.84 I
INV. 1SW= 18331i�
ADJUST CASTING
TO GRADE
FF=850.00 REPLACE WITH
PLAZA LEVEL OPEN GRATE
FF=834.50 DRAINAGE MH-/
GROUND LEVEL TOR = 834.33
INV. N = 828.55
INV. NE = 830.48
5.7a INV. S = 828.51
N
GRADING & DRAINAGE PLAN
SCALE: 1" = 20'
J
aII CURB INLET
0
TOR = 838.46
INV. SE = 835.56
N DRAINAGE MH
12" RCP TOR = 838.86
INV. E = 833.86
INV. W = 833.72
12" RCP -_ -
DRAINAGE MH
II TOR = 838.62
INV. N = 833.62
INV. NW = 835.38
II INV. S = 833.33
I
II INV. E = 833.47
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834.67 I
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11838.10 I(
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"(WERALL
n
II INV. SE = 834.09
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11
/
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SITE!
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837.92
837.42
837.72
837.22 /
38"FRCP
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RAINAGE MH,
12" R
OR = 83�7.36 \
7.
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V. N = 930.56 \
a
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V. NW - 1833.31
V. S = 8129.29
V. E = 929.31 /
40
'A.
DRAINAGE
Ir�H
°
TOR
= 838.44 /
°
INV.
NW&S 6 82/8.13
837. a
837:3}
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IN/PVVU832.88
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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.
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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
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AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER
REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO NOT TO
CAUSE DAMAGE
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.
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❑
7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING
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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.
El
835.19
834.69
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.O.
PROPOSED CLEAN -OUT
- - - - - - - - - - - - - - -
PROPOSED STORM DRAIN PIPE
f1�lt�i Indiana811
KEY PLAN
OVERALL SITE "A"
SCALE NTS
PLAN NORTh
Developer:
P E D C O R
G'I 'VepmPix
DEVELOPMENT CO.
Project:
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COPYRIGHT & OWNERSHIP OF DOCUMENTS
THIS DOCUMENTS AN INSTRUMENT of SERVICES AND S THE SOLE
R1 IF
.FORMATION
oSm BUTaNroo ERPn Essrvo meECON NUEDAS
ORMATON CONTAINEDH HEREIN CONSl1NTESER1 RIGHTS OR OTHERSRVED TBE CRGNA-PNDLL
PUBLISHED WORK OF THAMES R. STU-N, AND
PEDCOR DESIGN GFOUPELLCC NO PART OR WHOLE OFFTHIS DESIGN
THESE -INGS, DR THE RE OR
RECOPIED EXHIBIIED.PHOTOGRAPHED, PUBLISHED.
CONSTRUCTION DOCUMENTS
Set Issue Date Sheet Issue Date
01/09/17
Drawn By Checked By
DBH DBH
Last Revision Date
Sheet Title:
Area IT
Grading & Drainage Plan
Sheet Number:
C302