HomeMy WebLinkAboutSite Plans 5 of 10 Grading Plan893.91
894.14
255.07'
STORM INL
T.C. 895.
INV.NE
IN
STORM INLET
IG, 895 7C1
INV.SW 893.90
94.76
896.70
896.20
895.86
896.55
896.05
896.50
896.52
896.02
96.41
896.70
896.26
896.10
896.61
896.11
96.30
897.20
896.59
896.09
896.75
897.20
896.4
896.60
896.10
896.60
896.10
896.54
896.83
896.6
897.20
896.54
896.04
897.20
897.0
896.50 1
896.67
896.17
896.64
896.14
897.20
897.10
896.68
896.18
897.20
897.1
897.10
895.82
896.73
896.89
896.39
896.63
896.13
896.73
896.23
897.20
896.25
896.30
897.20
897.10
896.6
896.07
897.20
896.88
897.10
896.60
896.10
1NV.SW 893.70
897.10
896.60
896.70
897.19
896.69
897.03
896.53
897.37
896.87
896.85
897.37
96.87
897.25
896.75
95.20
M.E.G.
mK
EMU
M E.G.
89
rja
i
896.74
896.24
896.47
896.47
895.97
895.82
895.97
895.47
896.59
896.09
M.E.G.
896.39
896.58
896.08
896.82
896.32
896.74
896.24
896.41
895.92
896.15
896.32
895.82
896.24
895.74
896.69
896.19
896.73
896.23
896.49
895.99
896.40
895.90
896.61
896.11
896.67
896.17
896.82
896.32
896.60
896.30
896.60
896.10
896.22
895.82
895.54
0
O
896.02 (t)
NOTE_
OFFSITE IS UNDER CONSTRUCTION,
CURBING SHOWN HEI E. LSJ IT_
:ii�iaii�i►ii�s:�._BJECT TO CHANGE.
60 FOUND
896.52
898.02
896.74
896.24
896.59
896.09
9564
1893.64
896.64
896.14
STORM I fL
Street
LIT')
895.80
895.32
896.22
•6 01. ",f
896.70
896.20
.I r 4 •i ..u. 'ft
urster Trust
o. 2000 -50549
896.85
896.35
"DON'T DIG BLIND"
1- 800 -382 -5544
CALL BEFORE YOU DIG
EXISTING
BENCHMARK NOTE
GRADING GENERAL NOTES:
SCALE 1" 20'
0' 20'
LEGEND
STORM MANHOLE
STORM INLET
SANITARY MANHOLE
SANITARY CLEANOUT
STORM SWALE
CONTOUR
x �c EXISTING GRADE
GRADING BOX
MATCH EXISTING GRADE
HIGH POINT
STRUCTURE NO.
STRUCTURE NO.
FLOW DIRECTION
PROPOSED FINISHED
FLOOR
PROPOSED
111
886.50
886.00
M.E.G.
886.00
(STORM)
(SAN ITARY)
3. PROVIDE POSITIVE DRAINAGE WITHOUT PONDING, IN ALL AREAS
AFTER INSTALLATION, CONTRACTOR TO TEST FOR, AND CORRECT, IF
ANY, "BIRD BATH" CONDITIONS.
5. ALL PROPOSED SPOT ELEVATIONS ARE THE FINAL PAVEMENT AND
FINAL GRADE ELEVATIONS.
7, SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS
BELOW FINISH GRADE ELEVATIONS INDICATED.
F.F.EL. 896.60
BM #S 78 STATION LOCATED APPROXIMATELY 1.2 MILES SE OF ZIONSVILLE;
APPROXIMATELY 0.24 MI NW OF THE INTERSECTION OF US 421
WEST 106th STREET, ON THE EAST SIDE OF US 421, SET IN THE
TOP OF A CONCRETE POST, 0.5 FOOT ABOVE THE GROUND; A U.S.C.
AND G.S. BENCH MARK TABLET, STAMPED S: 78 1945".
ELEVATION 901.375 US FOOT
1 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD
PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL FIFI n DIMENSIONS. IF ANY DISCREPANCIES
ARE FOUND IN THESE PLANS FROM THE ACTUAL FIELD CONDMONS,
THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
2. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN
EXCAVATING IN AND AROUND EXISTING UTILITY UNES AND
EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTOR'S
ANDOR UTILITY COMPANIES SO AS NOT TO CAUSE DAMAGE.
4. 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 THE APPROPRIATE UTILITY COMPANIES.
WHEN EXCAVATING IS AROUND OR OVER EXISTING UTILITIES, THE
CONTRACTOR MUST NOTIFY THE UTILITY COMPANY SO A
REPRESENTATNE OF THAT U11UTY COMPANY CAN BE PRESENT TO
INSTRUCT AND OBSERVE DURING CONSTRUCTION.
6. TRENCHES FOR ALL STORM PIPES ARE TO BE BACKFILLED COMPLETELY
WITH ENGINEERED GRANULAR MATERIAL IF WITHIN 5 FEET OF
PAVEMENT.
8. CONTACT U11UTY COMPANIES PRIOR TO REMOVAL OR ABANDONING
OF ANY EXISTING UTILITY UNE.
9. SEE SHEET 4 FOR SITE PLAN.
10. SEE SHEET 6 FOR UTILITY PLAN.
DATE: December 5, 2003
SCALE: 1" =20'
J
CD
CD
PROJECT NO. 122-0083
SHEET NO.