HomeMy WebLinkAbout03 45-01Sp Plans Site Development PlanEARTHWORK:
1. EXCAVATION
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.
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.
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.
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.
FORM \EARTHWRK
;Vf �:::....w:::: M NOTE: EXISTING LEGAL DRAIN TILE
VTRACTOR IS RESPQNSIB ��`� ..% -' ° °'° HAS BEEN ABANDONED AND EASEMENT
TYING IN AT THE`PfJINT f '- "NIACATED AT THIS LOCATION.
PIPE WAS ABANDONED TO" 17• E ° .° b3 5� 9, 0 0 o H.P.
SURE POSITIVE QRAINAGE; "" 75
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L.&N�.E.
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50' PERMANENT
EASE IN IFAVQR'
OF CI DE OF CARMEL
`RECO D 3/24/r i
DEED ECORD #32'5,
PAGE,!353.
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CONTRACTOR IS RESPONSIBLE FOR T`(ING IN ANY j }r f 30
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X51 „3 �5. FOR CRUSHING OR REMOVING
E�• y t I F' _ . ABANDONED PORTION OF
LEGAL DRAIN TILE
CONTRACTOR SHALL INSTALL 6"
BREATHER AT PROPERTY LINE.
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BENCHMARK:
TOP HEX NUT ON N.E. SIDE OF
F.H. 150'± W. OF ENTRANCE TO
CITY OF CARMEL BUILDING
5484 E. 126th STREET
ELEV.= 754.99
STORM TABLE
Str. No.
Type
SCALE: 1 "=
50'
Dir.
815
Y
0_
a
750.60
744.31
(E,S,NW)
816
CURB INLET
751.20
a
0
M
817
CURB INLET
751.20
,Q 4STC'��'�"r
(NW,SE)
818
LEGEND
= No.
745.30
(SE,SW)
819
YARD INLET
0
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Y Q
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M
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�'' -,��FS ��D1! G���•�'�
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747.69
(E)
BENCHMARK:
TOP HEX NUT ON N.E. SIDE OF
F.H. 150'± W. OF ENTRANCE TO
CITY OF CARMEL BUILDING
5484 E. 126th STREET
ELEV.= 754.99
STORM TABLE
Str. No.
Type
SCALE: 1 "=
50'
Dir.
815
YARD INLET
750.60
744.31
(E,S,NW)
816
CURB INLET
751.20
sOEPpF�.,�
0
M
817
CURB INLET
751.20
,Q 4STC'��'�"r
(NW,SE)
818
LEGEND
= No.
745.30
(SE,SW)
819
YARD INLET
19358
748.49
(NE)
.......... ..........
EXISTING CONTOUR
=
STATE OF ? r
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EXISTING SANITARY SEWER
�'' -,��FS ��D1! G���•�'�
U
747.69
(E)
822
�os10NAL`ENae`�`
751.72
748.15
EXISTING STORM SEWER
823
®
PROPOSED GRADE
748.24
(SE,W)
823A
848 ---- --
PROPOSED CONTOUR
748.37
(NW,E)
823B
YARD INLET
PROPOSED SANITARY SEWER
748.60
(W)
824
--�-°
PROPOSED STORM SEWER
747.92
(S,E)
825
oo<
PROPOSED SWALE
748.47
(E,W)
826
CURB INLET
PROPOSED 4' SIDEWALK (BY
HOME BUILDER)
(W)
M. E.
MATCH EXISTING GRADE
F-10-
-1
LOT NUMBER
I
M.F.G. I
MIN. FINISH GRADE
753.0
PAD SIZE:
L
50' DEEP x 70' WIDE
(UNLESS OTHERWISE NOTED)
PROPOSED 4" S.S.D. LAT.
PROPOSED 6" UNDERDRAINS
PVMT CURB
BENCHMARK:
TOP HEX NUT ON N.E. SIDE OF
F.H. 150'± W. OF ENTRANCE TO
CITY OF CARMEL BUILDING
5484 E. 126th STREET
ELEV.= 754.99
STORM TABLE
Str. No.
Type
Tc /Rim
Inverts
Dir.
815
YARD INLET
750.60
744.31
(E,S,NW)
816
CURB INLET
751.20
744.65
(NW,SE)
817
CURB INLET
751.20
744.74
(NW,SE)
818
YARD INLET
750.80
745.30
(SE,SW)
819
YARD INLET
750.50
748.49
(NE)
821
YARD INLET
752.40
747.00
(W,N)
747.69
(E)
822
CURB INLET
751.72
748.15
(E,W)
823
CURB INLET
751.72
748.24
(SE,W)
823A
MANHOLE
752.50
748.37
(NW,E)
823B
YARD INLET
751.00
748.60
(W)
824
YARD INLET
751.00
747.92
(S,E)
825
CURB INLET
751.69
748.47
(E,W)
826
CURB INLET
751.69
748.56
(W)
"HOLEY MOLEY 1f
SAYS:
1 -800- 382 -5544
CALL TOLL FREE
1 -800- 428 -5200
FOR CALLS OUTSIDE OF INDIANA
CAUTION
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.
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SHEET NO.
3
OF 14 SHEETS
10B "0.29648