HomeMy WebLinkAbout29-96.26EARTHWORK:
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 NII material from offstte 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 from area to be occupied by a rood surface 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 of protective measure to be taken, if any, to preserve such trees.
BENCHMARK:
U.S.G.S. S -78
.
............. I , , - I , r:::_ �( (.: I
1 mm
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4. REMOVAL OF TOPSOIL
NOTE. M. _,.__.,
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A. Removal of topsoil to a depth of 6 inches (or more if required by Engineer) from all area to be 98 8g
ALL FRONT YARDS SHALL BE AS FLAT AS POSSIBLE 101'09' 80'00 800Q' _ _
.E. � OD
899.81 �
excavated or filled. Topsoil should be stored at a location where It will not interfere with 1 ..- 1 I
construction p FROM THE BACK OF CURB TO APPROX. 5 IN FRONT 162
t9 /
®X x 9vv uz3tyi ux x�5p(y:� I
operations. The topsoil shall be free of debris and stones. ' 9'/ x x 9 7 8 9.7 9 1 X x® 9 1 x
5. UTILITIES OF THE BUILDING SETBACK LINE.
9
A. Rules and regulation governing the respective utility shall be observed in executing all work under 1, ;II r 99 - . ° 900.8 I
►. .� 3 1 0
this section. ALL PADS PLACED SHALL BE COMPACTED TO %* 4
B. It shall be the responsibility of the Contractor to determine the location of existing underground 95% OF MAX. DENSITY USING THE � - _ - it 1 ; ;� 8g � �hl � a 8 � ro � �
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. STANDARD PROCTOR TEST METHOD. -.- 8 r' ! t:,a "° 900.7 �; o° 901.0 901.1 901.1 ,� ° �x
M
i
6. SITE GRADING t •s 9 0.3
CONTRACTOR SHALL BUILD PADS 0.5 FOOT � - �' -. x .2 � !� � 9�J0.4 ' ,a � ',, Mx
i 161 oI
A: Do all cutting, filling, compacting of fills and rough grading required to bring entire project area LOWER THAN PLAN GRADE SHOWS.
to subgrade as shown on the drawing, 102 j x I I co �. 4 a
V
B. The tolerance for paved areas shall not exceed 0.10 feet above established subgrade. Ail oth 898 �-
P other press �/ `.o 7 `� 8 9 � . 7 I =.._ 746 9 01
20' o.u.aes E . 3
` 20' D.U.d6 5 E
shall not exceed 0.10 feet plus or minus the established grade. Provide rouridings di tap and bottom • ,. $, � �'" ''
of banks and other breaks in grade. x 8981 \�j+�^ I N . 1Y. 745 21.89' 899. 90.00' 900.2 80.00' 00. %880' I M
y/ m C k ''+
C. The Engineer shall be notified when the Contractor has reached the tolerance as stated above, so /x 8 �� �\ 899.2 ' I g1 o o'x
that field measurements and spot elevations can be verified by the Engineer. The Contractor shall a LAC 3 0' 160.99'
not remove his equipment from the site until the Engineer has verified that the job meets the above �0' / 90r6 \ °o j '� /� M.P.
tolerance. G � O \ / s� 8g 7+ -1S0 9+399+ E 1 0+00 0.65% 150 90
FoRM\EARTHWRK GV. �• / 899.1 0 �� 20 Ov I �" 899. �� 89.6 99.6 13 9 0.11 9 2 0.8
CO N
/ 1 6 0 0
f • 3p7L gt tE6 I °
• a ° "s I I.
"HOLEY MOT,EY'
SAYS:
1-800-382-5544
CALL TOLL FREE
1- 800 - 428 -5200
FOR CALLS OUTSIDE OF INDL&A
900.5 ao LF.F. 27 ! g 9 01.5
Op 3 00 , 20'. D.dU.E ' D.W.E. R.GP. O 0.37X N c
CAUTION �O 9 899.6 /� %�' �1e� °do $� --y - -- - T- - --
/ a
LOCATION OF ALL EXISTING UNDERGROUND G �' s `'}� 1 •�° 9el 8- vJ '? x L4 x
.. V � y 9 �- i n N
UTILITIES SHOWN ON THIS PLAN ARE BASED \ D /ti `° 98 6 , a,a� / 43 a I w o
UPON ABOVE GROUND EVIDENCE mcludin a,
879 c ?
but not limited to, manholes, inlets, valves, & �� 9�.6� 8 �. / , +, I � ., c 901.3 I S o ~I � 901.5 • c + r-
Po g Y ) AND ( /`'' C) 0 b a
ARE SPECULATNEnINh NATURE. dTHERE tMAY ALSO
V v N -
i
BE OTHER EXISTTiNG UNDERGROUND UTiLIMES, v d�1 /1 900.2 i9 •OJ' 38 g -a°'o r� I op °f a o
1 m Io u7
FOR WHICH THERE IS NO ABOVE GROUND \ 1b,�. ~ x
EVIDENCE OR FOR WHICH NO ABOVE GROUND �/ / �� �p ti5 F•�o / d' ( °'x O `O rn
e V O ao 1
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS / �` 9 �� 900,3 aK 142.41 +, a °
V61 �Q / ° 140.00 OF SAID EXISTING UNDERGROUND UTILITIES , 11 8 �' %� 37 b $ /
_.. 9 0 900.4
SHOULD BE VERIFIED BY THE CONTRACTOR - ' _ 1, �� no
\ $. ;,� m �o � ao
/
X
°
PRIOR TO ANY AND ALL CONSTRUCTION. � X k � Sao \ � x � 45
/ I i
900.2 ry .,
O 900.7 w 8gg.2 42
��.- ;' / ,� / PG °�• � � x � ( ...Z � �,o• 1
,✓9�°� / 99ti Q / .fl aG cr t 900.9 I c
994 Lv
o t
� 749 rti
0
19584G"J
<,� eg x
x � � ,�.. II 8 9.7 V` ��• 41 ,s-
�``' ti* 9 00.4, 991 ,30.00' gal
es9 989
/ 9 ' 1 3 $, / 901 �A� x o - 9 9' o ° 90O "es9. 15' D_U.461- 1
x G s I / 00'667 ti/ xI -- I z
/ x OX °� - 41 ° 0 46
�9g 89 7, 9 / s o� Og• s I e- O�
,�� �• ' 35 ' aG I °' `ti I ° b 901.0.,
F , 901.0 ` LJ
/, , '`- 1 • ° x Sic I �? Ci
I z ,
900.0 900.3 I O
I
�!O /5 x
1x
896.9 °��' 1 �� y� O \� I
rod � / \ 8 ao x °
i
19
3
00 tl ' 0' -6
47 I d 50' R
899.6 �,0 34 8s . &; x
//0, ,: y C� 899.2 5' D.E 15' D.E
s.s
a9 x 124. `' O
r
I 63-28' D.E. ®I 90.00• 8 9- M 80.00• 899. 60.21' I ao
15' D.E �.
0 I db L�S��J
16 X 18 x
9 33 x x x X x
x x `
899.0 899.0 900.2 900.2 901.7 901.7 X 01.5 901.5 01.5x„ K
? } 9 1.5
898.8 _ _ 899.1 x� 899.5
V
'P \ 4�1 \ x 882 O , �\
/0, x .0 . 20' D..MJ.E.
• - �\ � ,,,,. 103.0 � vF • VO
0
1
31 9 1130 29 28 1
901.2 � `
° g 902.7 O0 1 902.5 n o 902.5
hJ o�
Ic
4N 0 ,�
/
19 %a- �� �' 37.74' � . 20' D.&U.E. n
_ / 9 00 0 9 7 90.00' 900. 60.00' 901.7 56.00' 01.5 91:5x' rn
o w�
X� �60'
898.2 750 8 99 +,so co
l o � 5 +0o m �h P(�TNAM I�
` 8 I 6+� a +50 1.8796 7+ :78 8+00 889 O�
7 N 7 +60 0.60% 8+50 t' 9+00 S
= :stSlJ LC
's• cps � ,�' \ e�� �•2 82 C.F. 18'
R.C.P. •
LEGEND °F� / • °' 897. s ,7 47.9x. .2 eo.00'
Q • \ 90 2 80.00' 01.7 90.00' '� 901.5 82.93•
_ EXISTING CONTOUR x
/ 0 / \ 20' D.BU.E 751 ;
75 2 - - - 20 "
'D.0 l6SE
EXISTING SANITA RY SEWER 2O '
-r
J �
O
` � O
EXISTING STORM SEWER ....
,h °J j 898.5
® PROPOSED GRADE j o
--- PROPOSED CONTOUR \
PROPOSED SANITARY SEWER x 89�s
-�'- - PROPOSED STORM SEWER \
'000 -- PROP
22 23 h1 �4 25 I g
26 27 I >�
° 899.5 a0 899.
a0i T 9 01 2 O N N O ,. .-
N 902.8 903.4 I
ao a, a 903.7 I N
~
1 N
1
" .7
OSED SWALE x x 68.5 8 .5 L LL: +' I I o0
901.8 � 901.8 g 4 02 4 1 902.7 7
902.
- 8 8.5 8 i x x x x X x x x x I $° �
PROPOSED 4 SIDEWALK (BY .HOME BUILDER) - ._ � , °
UNLESS OTHERWISE NOTED
16' D.E _ ®
88 59' 112.22' 15' D.E 80.25' 16' D.E. - S' D.E ocV
896' 9 r. 897.7 897.3 898. 899.5 rn S N
LOT NUMBER _ eDOO 104.16•
r ; 900.5
PA _
D ELEVATION
1 0
. 9 0
I
Ili itl ? __ I
i I,
PAD SIZE 60'x70' O 1 � I I l l
DENOTES PADS OF 2'-0" OF
FILL OR MORE I E X P R K @ WES T P • LA CE SECTION
PROPOSED 6" UNDERDRAINS -
f.
I
1
4' S.S.D. TO EACH LOT � I
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150.44'
x.
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Str. No.
X
M
Type
Tc /Rim
Inverts
Dir.
878
Curb Inlet
897.56
893.02
(SW) (NE)
'
)
879
Ix
�
Curb Inlet
897.56
893.11
(SW) (NE)
CD
\
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)
882
A
Curb inlet
895.88
892.60
(SE) (NW)
883
to
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)
U_
885
Curb Inlet
900.62
896.63
(W) (N)
1
886
Curb Inlet
900.62
896.54
(W) (E)
'r
887
(n N
Manhole
899.80
895.60
(W) (E) (N) (S)
888
Curb Inlet
899.20
895.67
(S) (N)
889
Curb Inlet
899.20
895.76
(S) (N)
890
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 1899.45
894.82
(W) (E)
894 1
1
Curb Inlet 1897.21
894.45
(SE).
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es9 989
/ 9 ' 1 3 $, / 901 �A� x o - 9 9' o ° 90O "es9. 15' D_U.461- 1
x G s I / 00'667 ti/ xI -- I z
/ x OX °� - 41 ° 0 46
�9g 89 7, 9 / s o� Og• s I e- O�
,�� �• ' 35 ' aG I °' `ti I ° b 901.0.,
F , 901.0 ` LJ
/, , '`- 1 • ° x Sic I �? Ci
I z ,
900.0 900.3 I O
I
�!O /5 x
1x
896.9 °��' 1 �� y� O \� I
rod � / \ 8 ao x °
i
19
3
00 tl ' 0' -6
47 I d 50' R
899.6 �,0 34 8s . &; x
//0, ,: y C� 899.2 5' D.E 15' D.E
s.s
a9 x 124. `' O
r
I 63-28' D.E. ®I 90.00• 8 9- M 80.00• 899. 60.21' I ao
15' D.E �.
0 I db L�S��J
16 X 18 x
9 33 x x x X x
x x `
899.0 899.0 900.2 900.2 901.7 901.7 X 01.5 901.5 01.5x„ K
? } 9 1.5
898.8 _ _ 899.1 x� 899.5
V
'P \ 4�1 \ x 882 O , �\
/0, x .0 . 20' D..MJ.E.
• - �\ � ,,,,. 103.0 � vF • VO
0
1
31 9 1130 29 28 1
901.2 � `
° g 902.7 O0 1 902.5 n o 902.5
hJ o�
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4N 0 ,�
/
19 %a- �� �' 37.74' � . 20' D.&U.E. n
_ / 9 00 0 9 7 90.00' 900. 60.00' 901.7 56.00' 01.5 91:5x' rn
o w�
X� �60'
898.2 750 8 99 +,so co
l o � 5 +0o m �h P(�TNAM I�
` 8 I 6+� a +50 1.8796 7+ :78 8+00 889 O�
7 N 7 +60 0.60% 8+50 t' 9+00 S
= :stSlJ LC
's• cps � ,�' \ e�� �•2 82 C.F. 18'
R.C.P. •
LEGEND °F� / • °' 897. s ,7 47.9x. .2 eo.00'
Q • \ 90 2 80.00' 01.7 90.00' '� 901.5 82.93•
_ EXISTING CONTOUR x
/ 0 / \ 20' D.BU.E 751 ;
75 2 - - - 20 "
'D.0 l6SE
EXISTING SANITA RY SEWER 2O '
-r
J �
O
` � O
EXISTING STORM SEWER ....
,h °J j 898.5
® PROPOSED GRADE j o
--- PROPOSED CONTOUR \
PROPOSED SANITARY SEWER x 89�s
-�'- - PROPOSED STORM SEWER \
'000 -- PROP
22 23 h1 �4 25 I g
26 27 I >�
° 899.5 a0 899.
a0i T 9 01 2 O N N O ,. .-
N 902.8 903.4 I
ao a, a 903.7 I N
~
1 N
1
" .7
OSED SWALE x x 68.5 8 .5 L LL: +' I I o0
901.8 � 901.8 g 4 02 4 1 902.7 7
902.
- 8 8.5 8 i x x x x X x x x x I $° �
PROPOSED 4 SIDEWALK (BY .HOME BUILDER) - ._ � , °
UNLESS OTHERWISE NOTED
16' D.E _ ®
88 59' 112.22' 15' D.E 80.25' 16' D.E. - S' D.E ocV
896' 9 r. 897.7 897.3 898. 899.5 rn S N
LOT NUMBER _ eDOO 104.16•
r ; 900.5
PA _
D ELEVATION
1 0
. 9 0
I
Ili itl ? __ I
i I,
PAD SIZE 60'x70' O 1 � I I l l
DENOTES PADS OF 2'-0" OF
FILL OR MORE I E X P R K @ WES T P • LA CE SECTION
PROPOSED 6" UNDERDRAINS -
f.
I
1
4' S.S.D. TO EACH LOT � I
LI'. i Ih
I
`
150.44'
x.
I;
Y
I 159
X
M
902.3
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158
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