HomeMy WebLinkAbout04090018-22V St Vincent Med Ofc, Development Plan pg. DSTORM SEWER INFORMATION
STR. NO. T.C. INVERTS DIR.
679 SEE �N
898.99
897.10
E
680 M.H.
899.60
897.34
W
668 INLET
901.50
898.73
N NE
669 M
901.40
898.95
SW
677 INLET
910.50
893.99
E
678 M. 1I.
901.20
898.67
E
676 INLET
901.60
898.59
SW W N
675 1NLE1
901.30
898.02
S
673 INLET
900.80
898.01
N
667 INLET
901.30
898.08
S W NE
670 SECTION
900.30
E
672 INLET
900.60
897.82
S N
674 SECTION
897.61
S
671 S CTION
897.61
S
666 SECT .ON
897.61
SW
663 SECION
897.61
W
664 INLET
903.30
900.17
E W
665 SECT oN
900.30
E
654 SECTION
897.61
W
655 M
898.20
897.09
NW
656 S CND
896.91
SE
657 SECTION
900.20
S
658 M.H.
902.48
900.23
S W
659 INLET
903.10
900.28
E
660 SEC I I END ON
900.63
S
661 M.H.
902.90
900.66
S NW
662 INLET
903.20
900.72
SE
SANITARY SEWER INFORMATION
STR. NO. T.C. INVERTS DIR.
200 1;4 A MLE
898.99
880.35
N
201 M.H.
899.70
880.83 880.93
S N
202 INLET
900.90
882.28 882.38
S N
203 M.Ii.
901.00
883.73 883.83
S N
204 INLET
900.70
884.91
5
EXISTING `24" C.M.P.
POND #1
37.816 sq.ft.
N.P.= 897.61
100 YR. ELEV. 900.2
BOTTOM ELEVATION 889.61
TOP OF BANK =902.2
tct 41,168 sq.ft.
a F.F. ELEV.= 903.7
PAD ELEV. 903.0
0.45%
8" S.D.R. 35 PVC
883.83
PROPOSED GRADE
883.73
0.45%
EXISTING GRADE
8" S.D.R. 35 PVC
882.38
0.45%
8" S.D.R. 35 PVC
880.83
107 L.F.
0.45%
8" S.D.R. 35 PVC
O
EX.
SANI
T.G.= 898.
INVERT= 880.35
50
INLET
C.= 898.38
INVERT 896.56
15" R.C.P.
05`
900
0
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00
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SCALE: r=50' HOR.
1 VERT.
EARTHWORK:
1. EXCAVATION
FORM \EARTHWRK
1848.01
84
PROPOSED
PROPOSED
PROPOSED
PROPOSED
PROPOSED
W PROPOSED
S
<000
T
LEGEND
EXISTING SPOT ELEVATION
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING ELECTRIC
EXISTING TELEPHONE
EXISTING WATER
i PROPOSED SUB SURFACE DRAIN (SSD)
PROPOSED TRANSFORMER LOCATION
yY 0 F.H. FIRE HYDRANT
GRADE
CONTOUR
SANITARY SEWER
STORM SEWER
SWALE
WATER
0
A. Excavated material that is suitable may be used for fills. All unsuitable material and all surplus
excavated material not required shall be removed from the site.
B. Provide and place any additional fill material from offsite as may be necessary to produce the grades
required on plans. Fill obtained from offsite shall be of quality as specified for fills herein and the
source approved by the Developer. It will be the responsibility of the Contractor for any costs for
fill needed.
2. REMOVAL OF TREES
A. All trees and stumps shall be removed from areas to be occupied by a road surface or
structure area. Trees and stumps shall not be buried on site.
25
3. PROTECTION OF TREES
A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value
and worth which do not impair construction of improvements as designed.
B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall be consulted with
respect to protective measure to be taken, if any, to preserve such trees.
5. UTILITIES
A. Rules and regulation governing the respective utility shall be observed in executing all work under
this section.
B. It shall be the responsibility of the Contractor to determine the location of existing underground
utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free
1- 800 382 -5544 within Indiana or 1- 800 428 -5200 outside Indiana.
6. SITE GRADING
A. Do all cutting, filling, compacting of fills and rough grading required to bring entire project area
to subgrade as shown on the drawing.
B. The tolerance for paved areas shall not exceed 0.10 feet above established subgrade. All other areas
shall not exceed 0.10 feet plus or minus the established grade. Provide roundings at top and bottom
of banks and other breaks in grade.
C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so
that field measurements and spot elevations can be verified by the Engineer. The Contractor shall
not remove his equipment from the site until the Engineer has verified that the job meets the above
tolerance.
D. All computed areas of structural fill material must be tested to assure minimum 95% of the maximum
dry density using the standard proctor test method.
50
4. REMOVAL OF TOPSOIL
A. All topsoil shall be removed from all areas beneath future pavements or building. Topsoil removal shall
be to a minimum depth of 6 inches or to the depth indicated in the geotechmical report provided by the
Developer to be excavated or filled. Topsoil should be stored at a location where it will not interfere
with construction operations. The topsoil shall be free of debris and stones.
GRAPHIC SCALE
100
IN FEET
1 inch 50 ft.
"HOLEY MOLEY"
SAYS:
1- 800 382 -5544
CALL TOLL FREE
1- 800 -428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
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No.
10200495 S.
-o S TATE OF t
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200
LOCATION OF ALL EXISTING UNDERGROUND
UTILITIES SHOWN ON THIS PLAN ARE BASED
UPON ABOVE GROUND EVIDENCE. (including,
but not limited to, manholes, inlets, valves,
marks made upon the ground by others.) AND
ARE SPECULATIVE IN NATURE. THERE MAY ALSO
BE OTHER EXISITING UNDERGROUND UTILIITIES
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
SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION.
900
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