HomeMy WebLinkAbout29-96.5EARTHWORK:
1. EXCAVATION BENCHMARK:
A. Excavated material that Is suitable may be used for fills. All unsuitable material and all surplus U.S.G.S. S-78
excavated material not required shall be removed from the site.
STANDARD TABLET SET IN CONCRETE APPROX.
B. Provide and place any additional fill material from off9ite as may be necessary to produc e the grades 1000' N. OF 106th ST. @ EAST R/W LINE
required on plans. Fill obtained from offaits shall be of quality as specified for fills herein and the ............
source approved by the Developer. It will be the responsibility of the Contract OF U.S. # 421. ELEV.=900.77
Contractor for any costs for
fill needed.
2- REMOVAL OF TREES S. &A. #3 1,V1 LLAGE �/ESTON P ACE""" SECT ON Kill 1 Ol
A. P.K. NAIL IN NORTH FACE OF P.W.P. #12-128
be buried on site.
All trees and stumps from area to be occupied by a rood surface area. Trees and stumps shall not . ... ...
. ..........
12' UP, POLE IS 33' WEST OF PANHANDLE
... . .......
3. PROTECTION OF TREES EASTERN RED & WHITE GAS LINE MARKER. 5:
-I P-\/ =Pal nA 145" r!.
A. The Contractor shall, at the direction of the Developer, endeavor to save and protect trees of value It I !, - -.11 `11 11 11 1 _. , Ill
. ..... .... . .. ...
and worth which do not impair construction of Improvements as designed.
RI IJ, F 1,;::1 -1
B. In the event cut or fill exceeds 0.5 foot over the root area, the Developer shall
be consulted with
ti respect of protective measure to be taken, If any, to preserve such trees. It I , .1 , , '* I 1 1,
.. ...... ...
. ......... . . ....
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4. REMOVAL OF TOPSOIL ...... .... ..
NOTE: :', _
.. ... ... . .. 101.09,
Removal of topsoil to a depth of 6 Inches (or more if required by Engineer) - - -
A. 80.001 80.00" 9&89'
from all area to be ALL FRONT YARDS SHALL BE AS FLAT AS POSSIBLE ........ .. .. .. . .....
excavated or filled. Topsoil should be stored at a location where it will not Interfere with . .... ... _01 x 1l x9m
construction operations. The topsoil shall be free of debris and stones. FROM THE BACK OF CURB TO APPROX. 5' IN FRONT xre-99 71 f899 0ox
5 X
ao
.... ........ . . . ... .... 9 1x
5. UTILITIES OF THE BUILDING SETBACK LINE.
........ .. .. . ... .... ...... ... ....... . .
A. Rules and regulation governing the respective utility shall be observed in executing all work under
this section. 4 Ni ,
ALL PADS PLACED SHALL BE COMPACTED TO 3
B. It shall be the responsibility of the Contractor to determine the location of existing underground 95% OF MAX. DENSITY USING THE 18 CAR "a
X
all
.7
utilities 2 working days prior to commencing work. For utility locations to be marked call Toll Free iTb - 901.0 9 901.1 90
1-800-382-5544 within Irldlano or 1-800-428-5200 outside Indiana. STANDARD PROCTOR TEST METHOD. I& Rcg"
90,0.4
8. SITE GRADING
CONTRACTOR SHALL BUILD PADS 0.5 FOOT X,
A.
Do all cutting, filling, compacting of fills and rough grading required to bring entire project area LOWER THAN PLAN GRADE SHOWS. X
Of
to sub rode as shown on the drawing.
The tolerance for paved areas shall not exceed 0.10 feet above established 2CF .1.11.61 20
B. subgrode. oth4l!�arecs 7 899.7
..... . ....
shall not exceed 0.10 feet plus or minus the established grade. Provide rouridings, dt top and bottom ) 0.69. 80.00" 110.00"
of banks and other breaks In grade. X 45 7&89'
k00.31
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C. The Engineer shall be notified when the Contractor has reached the toleranic os.stb` fed above, so
> 899.2
8
that field measurements and spot elevations can be verified by the Engineer, The Contractor shall cb GE:TTYSB H.P.
not remove his equipment from the site until the Engineer has verified that the job meets the above 7+ &�oo 15+50 0 91 LACE 10+00 0.65% 1 50
tolerance. 00 099.36 18 0�59"f)
FORM\EARTHWRK 899.1
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SAYS: CAUTION I X XM
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LOCATION OF ALL EXISTING UNDERGROUND 6
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UTILITIES SHOWN ON THIS PLAN ARE BASED X, r b 2 4 44
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UPON ABOVE GROUND EVIDENCE. (including. 0'.
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but not limited to, manholes, inlets, valves, &
marks made upon the ground by others.) AND 901.5
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ARE SPECULATIVE IN NATURE. THERE MAY ALSO' 38 L4
BE OTHER EXISITING UNDERGROUND UTILIMESL C�\/ 10 900.2 0
FOR WHICH THERE IS NO ABOVE GROUND, C51 SE
0d
EVIDENCE OR FOR WHICH NO ABOVE GROUND to� 0 900.3 -0 142.41
LVIUMMI.,11 Will OBSERVED. THE EXACT LOCATIONS
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OF SAID EXISTING UNDERGROUND UTILITIES 37 x
SHOULD BE VERIFIED BY THE CONTRACTOR Li 2
PRIOR TO ANY AND ALL CONSTRUCTION. No 0
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1-800-382-5544
CALL TOLL ME
1-800-428-5200
FOR CALLS OUTSIDE OF INDIANA
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LEGEND 897. 7.25 11110-1
Small Bow
20' D.Ill
82.9.3'
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EXISTING CONTOUR 751 '2 &E.
EXISTING SANITARY SEWER +
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PROPOSED 4' SIDEWALK (BY HOME BUILDER) M3 X X
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UNLESS OTHERWISE NOTED D.E. C4
112.22' 15' D 80-25' 15 15' D.E.
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LOT NUMBER
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PAD ELEVATION
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DENOTES PADS OF 2'-1 OF
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FILL OR MORE
L A. FA N K CcD W E �S I Ol"N PL, CE SECTION 1
PROPOSED 6" UNDERDRAINS
4' S.S.D. TO EACH LOT
2.7, IT. I"'. P.
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Str. No.
Type
Tc/Rim
Inverts
Dir.
878
Curb Inlet
897.56
893.02
(SW) (NE)
879
_N) (NE)
880
Manhole
898.70
893.32
(SW) (NE)
881
Yard Inlet
897
894
(SW) (NW)
882
Double Curb Inlet
896.41
892.77
(SW) (NW)
'0
twy
A
Curb Inlet
895.88
892.60
(SE) (NW)
883
Double Curb Inlet
896.41
892.86
(SE)
884
Curb Inlet
901.31
896.82
(S) (N)
884
A
Yard Inlet
899.60
897.30
(S)
885
Curb Inlet
900.62
896.63.
(W)
886
li
Curb Inlet
900.62
896.54
(W) (E)
887
Manhole
899.80
895.60
(W) (E) (S)
0
888
Curb Inlet
899.20
895.67
(S) (N)
889
Curb Inlet
899.20 .895.76
(S) (N)
---
Yard Inlet
899.60
896.17
(S)
891
Yard Inlet
898.50
895.97
(N)
892
Curb Inlet
899.45
894.93
(W) (E)
893
Curb Inlet
899.45 1894.82
(W) (E)
894
Curb Inlet
897.21 1894.45
(SE)
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LEGEND 897. 7.25 11110-1
Small Bow
20' D.Ill
82.9.3'
79.0 zu. V. -W
D.U.Si So
EXISTING CONTOUR 751 '2 &E.
EXISTING SANITARY SEWER +
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23 25
o 261 27
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UNLESS OTHERWISE NOTED D.E. C4
112.22' 15' D 80-25' 15 15' D.E.
001 0
abool
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LOT NUMBER
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PAD ELEVATION
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It
DENOTES PADS OF 2'-1 OF
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FILL OR MORE
L A. FA N K CcD W E �S I Ol"N PL, CE SECTION 1
PROPOSED 6" UNDERDRAINS
4' S.S.D. TO EACH LOT
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