HomeMy WebLinkAboutC3.1 Grading PlanLEGEND
EXISTING
PROPOSED GRADING
TYP.
TYPICAL
iiii INLET
7E( ELECTRIC BOX
M.E.
MATCH EXISTING
x LIGHT POLE
EP
EDGE OF PAVEMENT
FIRE HYDRANT
BC
BOTTOM OF CURB
A WATER VALVE
-v- SIGN
TC
TOP OF CU -iB
RCP REINFORCED CONCRETE PIPE
1
0001
CONTOURS
PVC PLASTIC PIPE
TOR TOP OF RIM
TC TOP OF CASTING
FLOW LINE
INV PIPE INVERT ELEVATION
TC 000.50
BC 000.00
CURB ELEVATIONS
SANITARY SEWER
'S• STORM SEWER
1000.00
SPOT ELEVATIONS
-w- WATER LINE
300
FLOODPLAIN LIMITS
821- CONTOURS
EASEMENT
FLOODWAY LIMITS
PROPERTY LINE
'.."\P- 1814k.= ..1\.( :_fu FLOODPLAIN ELEVATIONS
4 .4,4 SPOT ELEVATION
STORM SEWER
FUTURE STORM SEWER
L.
1
0
1
NATURAL WETLAND TO
IF-Tr SHALL REMAIN
UNDISTURBED AT ALL TIMES
DURING CONSTRUCTION
TC 821.92
BC 821.42
821.42
C 820.51 821
TC .20.99
TC 821.21
BC 8 0.71
TC 822.0
BC 821.51
TC 821.10
STR. Na. 19 I
TC 820.88
BC 820.3
820.68
STR. No. 7
TOR= 819.99
STR. No. 4
TOR= 820.32
STR. N 10
TOR =8 0.3
821.18
820.68
BC 8 1.1
TC 821.59
TC 821.68
TC 821.71
820.84
820.78
C 821. 4
821.42
__-STR. No 9
TOR= 820.32
821.18
820.52
TC 821.25
821.44
AbUaLO' 5
RESTAURANT
JFf.t.=822.25 I
PHASE I
CONSTRUCTI
821.15
820.78
TC 821.75
821.25
1111111111111
821.20
TC 821.33
BC 820.:3
STR. No. 1
TOR= 820.20
822.2
TC 821.00
BC 821.42
TC 821.18
TC 822.16
BC 8 1.66
821.01
TC 822.47
C 821.•7
No. 15
-819.
TC 821.80
TC 822.63
BC 822.13
TC
BC 822.79
TC 823.24
TC 821.31
TC 821.61
BC 821.11
821.75
821.75
TC 821.68
BC 821.18
TC 821.68
BC 821.18
TC 819.91
BC 819.41
F.F.E. =822.25
TC 821.68
BC 821.18
IC 821.68
BC 821.18
1820.98;
TO 821.37
BC 820.:
820.6:5:
:820.60
TR. No. 18
TOR 819.99
(PHASE II)
4820.7 9
X. SANITAR
c, o
4 CN
U aJ C
\iSTR. No. 8-
TOR=820.32
'H AE 1
BC 821.18
STR. No. 14
TOR 819.87
STR No. 12
TOR= 819.90
TC 821.40 r�s
BC 820.9 r
0 =82 0.22.. j3
x8. 20
ti
r
30-/-700
.r rr+l r
r Jrr
�r --ESC STI
SHALL
ANY.. -T
FLOODWAY
LIMIT
NG MITIG TEO WETLAND
N O B D I S T U R B E D AT
IM_ DURING CONSTRUCTION
FLOODPLAIN
LIMIT
i t
EXISTING IVA
EMBANKMENT
PART OF THAS
I STURBED AS
ROJECT.
r
V 8' PVC ON ONLY
30 *800
f
Zaaeg
I
EXISTING FLOW LINk
ALIGNMENT AND GRADES.3 _1- 1
5R 401 (LOWS' 5 WAY)
PER PLANS FOR SR 431
RAMP PROJECT
Igo
S r:. No. 21
10R =820.24
(PHASE 1I)
I
J
T
v
CURB INLET
TOR 822.10
INV 819.07
r r n
ter `l-,
c
SIR. No. 23
(LAKE w/FOUNTAIN)
a\
„(lo
0.'74.1.4
3 �JJ
4 t r
/f r
G '-8
ma,
K t
Os
N
n
2
c
w 4.
FLOODPLAIN
LIMIT
ts&
II
TC 822.131
TC
IBC 822.35 c.i.
IC 823.16
51?:. U IN O V I79 1 1.ri N82 1 9 0 4 I I I N,ITC 822.1
SCALE: 1"=40'
vj.?
GENERAL GRADING NOTES
1. ALL WORK TO CONFORM TO STATE AND LOCAL REGULATIONS.
2. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES
HAVE BEEN INSTALLED.
3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS (VERTICAL AND HORIZON TAO
IN THE FIELD PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF ANY DISCREPANCIES ARE FOL ND
IN THESE PLANS FROM THE ACTUAL FIELD CONDITIONS, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER IMMEDIATELY.
4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT.
VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S AND/OR UTILITY
COMPANIES SO AS NOT TO CAUSE DAMAGE.
5. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS BEFORE
CONSTRUCTION IS TO START, TO VERIFY IF ANY UTILITIES ARE PRESENT ON
SITE. ALL VERIFICATIONS (location, size and depth SHALL BE MADE BY THr:
APPROPRIATE UTILITY COMPANIES. WHEN EXCAVATING IS AROUND OR OVER
EXISTING UTILITIES, THE CONTRACTOR MUST NOTIFY THE UTILITY COMPANY
SO A REPRESENTATIVE OF THAT UTILITY COMPANY CAN BE PRESENT TO
INSTRUCT AND OBSERVE DURING CONSTRUCTION.
6. TRENCHES FOR ALL STORM DRAIN LINES SHALL BE BACKFILLED COMPLETELY
WITH SELECT GRANULAR MATERIAL IF WITHIN 5 FEET OF PAVEMENT.
7. AFTER STRIPPING TOPSOIL MATERIAL, PROOFROLL WITH A MEDIUM WEIGHT
ROLLER TO DETERMINE LOCATIONS OF ANY POCKETS OF UNSUITABLE
MATERIAL. THE NECESSITY FOR SUBDRAINS AND/OR REMOVAL OF ANY
UNSUITABLE MATERIAL WITHIN THE PROPOSED PARKING AREAS WILL BE
DETERMINED AT THE TIME OF CONSTRUCTION.
8. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS. AFTER
INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF ANY,
"BIRD BATH" CONDITIONS.
9, ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND FINAL
GRADE ELEVATIONS.
10. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS BELOW
FINISH GRADE ELEVATIONS INDICATED.
11. ALL STORM SEWER MATERIALS AND INSTALLATION SHALL CONFORM
TO HAMILTON COUNTY STANDARDS.
12. INVERTS AT PIPE OUTLETS ARE GIVEN AT END OF PIPE END SECTION.
13. DEBRIS GUARD TO BE INSTALLED AT ALL OPEN ENDED INLETS.
14. DUE TO SITE CONSTRAINTS, THE SITE MAY OR MAY NOT BALANCE. THE
,,CONTRACTOR IS RESpONSIBLE FOR ALL EARTHWORK IMPORT OR EXPORTS.
15. SEE SHEET C6.2 FOR ADDITIONAL STORM SEWER INFORMATION STRUCTURE
DATA TABLE.
16. 4" PERFORATED PVC UNDRDRAINS ARE REQUIRED AT ALL STORM DRAINAGE
STRUCTURES. SEE SHEET C4.1 FOR ADDITIONAL INFORMATION.
17. CAP THE ENDS OF ALL STORM SEWER PIPES AND MARK APPROXIMATE LOCATION
OF PIPE END ABOVE GRADE. SEE SHEET C6.2 FOR DETAIL.
CAUTION
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
SHOWN ON THIS PLAN ARE BASED UPON ABOVE GROUND
EVIDENCE including, but not limited to, manholes, inlets,
valves, and marks made upon the ground by others AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO BE OTHER
EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF SAID
EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY
THE CONTRACTOR PRIOR TO ANY AND ALL CONSTRUCTION.
1-800-382-5544
CALL TOLL FREE
INDIANA UNDERGROUND
BENCH 1NFORMATIOR
BM 142 ELEV 884.62 (NAVD 88 DATUM)
A U.S.C. G.S. BENCH MARK DISC SET IN A CONCRETE MONUMENT,
21' NORTH OFq. 156 ST. ON EAST EDGE OF ABANDONED R.R. R/W,
SOUTH OF WOODEN FENCE, 3' NORTHEAST OF 10' PINE TREE, WEST
EDGE OF ASPHALT DRIVE.
BM N237 ELEV 825.90 (NAVD 88 DATUM)
A U.S.C. 8c G.S. BENCH MARK DISC SET IN A CONCRETE MONUMENT,
21' WEST OF q CUMBERLAND ROAD, 28' SOUTH OF q 146 STREET,
STAMPED N237 1947.
IBM 501 ELEV 836.66
A CHISELED "X" W. BONNET BOLT OF FIRE HYDRANT APPROX. 15' EAST
OF EAST FACE OF KOHL'S 200' SOUTH OF SOUTHEAST CORNER OF KOHL'S
CUT "X" W. BOLT TRAFFIC STRAIN POLE AT THE NORTFIWEST CORNER OF THE
ENTRANCE TO LOWE'S 146 STREET RAMP.
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DATE:
DRAWN BY:
CHK'D BY:
JOB NO.
12/05/03
VAJT
KMB
REVISIONS
A TAC
/i\ GENERAL
SHEET NO.
C3.1
OF