HomeMy WebLinkAboutDec 13 2001 02 Topographical SurveyIf
Of
w
J
_J
U
C
a
O
O
00 ,
N
a
Y
a1
J
3
O
a
0
� m
r
3
0)
0
CID
m
.Q
a
LL
x
..... .................... ............................... -,s ,,, &.,,...,......,,...,,...,,, :m,,.,.»,..,,.,.:. ``4.;a• +.,.v.,,,,,S.F "Jiw:fa,... '�:+�.:..:•,�c�F':'
„," ........ „ ,p,.. ,...,,.., ...y,,, ,,,,,,,v„ .........r ».,,,.....,,..'^'?'?'3N' ............. •- .......,,...,,...,, `J' "`v'.."„o .........:..., ,.
:. ,,,, +:.ac:.., �Y ",�•. �' s•". .,w ..x,,.,,,,... ......��::•.: ;`•max...., `�a •• o4'+•wt� -WE& w:fCL .Q �V ::;.x^'"..:::
f..... >v'.....:.v^,,..,C 'a , , a, ».y.. "..,...,,t .......... ..�C�,,,"`gL<S "'",,,.,.,,.,,. ` , "v :.'`;ww` `:,.",^"•.yc<xa'.,,,,, .,,c;;:.;..,, i•5 %t
4 Q,°.s .,Y' �� 3 '� �<x � .�Cri �' .�. ,,,_aCf s~ .,t.fs � ,�.♦: i
w . w ray ' h
• ""' kY� i`:c�' f � �, ..: � ,,.....f y r r,� & { +y.,..,,.. . w, ,,,,.. �a Fr .r""� .If �'S Z"
� � \ �'t E Cs ,/r , ��,v •� ..✓ms`µ �. {"Cs
1151
j rrf s G Otto,
} dam,
,
Sit :•'n` g> .�.v
le I
i
f
, � •J °� '` v^ \ fig,'" ,. � ff � .... �,,;
:
:
) RVF t\a
'
»
r'
Y
,...........
L.
,
y
L _
< i
:
f
Al
;E
•:l� ,
= f
\
»
h I.
i if i
Y
k
,. , .i t = r • E r
1 A Q
'y a
w y
rJ
ssvv
.v -'
,e
k
i Lv�v
i
o
< 3
..... . . ...... . Z -A
c _ m
r
t,s :''�. >t' fib.. t:,`�" •''• `,%) ,y i ,t�:£3 iLS 3? .',S 7
0
-J
...........
L
=k =
, #
:
;i
3;T
)
rY „� �
.. I
k,
'p,
4.1
i \ \ », v € tiri
% y 1
,
...v .:. '. 1' .,... '. ,. ' i ' \ - .J ✓'� ^ <;�Y `' \. ..tau' k -\' i. '
,
L
\
:
,
. {Y �'�i��'�, • i 'x : \. � \'.:' ` ns ak J f S L �� £ $ ��t
o
. .......... . .
4
... ......
N,
^, ♦... .` �, s; -Y i •';£ ^t., ..., Xl ��;, ;, f j 's t �r 'a C` € £,`�`�
.... ♦.. Y =€ L f
>°
,,♦ < f f f, V� k rY•
SCALE: 1"- 80'
BENCHMARKS:
T.B.M. #1 (S &A) — NAIL SET ® S. SIDE, TEL. POLE ON THE
S. SIDE OF 131ST. APPROX. 70'± W OF W PROPERTY LINE
1.5' UP FROM GROUND.
ELEV.= 916.10
T.B.M. #2 (S &A) — NAIL SET ® W. SIDE OF PWR POLE ON THE
S. SIDE OF 131ST APPROX. 130'± E. OF E. PROPERTY LINE
1.5' UP FROM GROUND. POLE #55 -125
ELEV.= 906.04
S &A CP (M4) — REBAR SE ® S. SIDE OF 131ST APPROX. 300'±
E. OF W. PROPERTY LINE.
ELEV.= 911.65
EARTHWORK:
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 '11: 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 from area to be occupied by a road surface area and building pad. 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 01 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.
4. REMOVAL OF TOPSOIL
A. All topsoil shall be removed from all areas to be excavated.
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. U11UTiES
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
v7
W
V
H
C
Y
r �
o
W S W L0
r �
S
_
NO. - o
19358 �
i STATE OF R
�i
W
w
U
V) C14
O LO
>- I
0)y
V
11� w
V
M
aU-
r-
00
N
W of
Z O
C�
00
Z
w
t� LO
z_ LO
J 0)
' D
V I 00
z -,
O r-
U IM
Q
Z
4
0
Z
N
O
a_
a
Z
Q
0
Z
\L
J:'
..,'
.;;J�..m. jai♦ i
Qa
♦oL&:,, _'
,
.,...:...::::" : ^= JO.w.".,
~'�`4
.,,,,
�
U
"
\''
f,3,.
•^
^,:�'
`
za �
Cu'• °`
•`
"i :C�
f ,�,t•
3 `r
, „
.,,y` `,•PLC
`' ;,,h�'
\,
,.�@�^
J`YU
Y\,\'.
;y
. ;i`s;_ ; «� ,,,,,,....
'^ `•.
...,....... `^•h, \,2�
! � ' ,,
�1._
f
`� _..._ ".'3°.:�.,,..•:
.....,,,..., r�+d,...»
3 ,3s
------ a,»„�`,�J':•„d
x
..... .................... ............................... -,s ,,, &.,,...,......,,...,,...,,, :m,,.,.»,..,,.,.:. ``4.;a• +.,.v.,,,,,S.F "Jiw:fa,... '�:+�.:..:•,�c�F':'
„," ........ „ ,p,.. ,...,,.., ...y,,, ,,,,,,,v„ .........r ».,,,.....,,..'^'?'?'3N' ............. •- .......,,...,,...,, `J' "`v'.."„o .........:..., ,.
:. ,,,, +:.ac:.., �Y ",�•. �' s•". .,w ..x,,.,,,,... ......��::•.: ;`•max...., `�a •• o4'+•wt� -WE& w:fCL .Q �V ::;.x^'"..:::
f..... >v'.....:.v^,,..,C 'a , , a, ».y.. "..,...,,t .......... ..�C�,,,"`gL<S "'",,,.,.,,.,,. ` , "v :.'`;ww` `:,.",^"•.yc<xa'.,,,,, .,,c;;:.;..,, i•5 %t
4 Q,°.s .,Y' �� 3 '� �<x � .�Cri �' .�. ,,,_aCf s~ .,t.fs � ,�.♦: i
w . w ray ' h
• ""' kY� i`:c�' f � �, ..: � ,,.....f y r r,� & { +y.,..,,.. . w, ,,,,.. �a Fr .r""� .If �'S Z"
� � \ �'t E Cs ,/r , ��,v •� ..✓ms`µ �. {"Cs
1151
j rrf s G Otto,
} dam,
,
Sit :•'n` g> .�.v
le I
i
f
, � •J °� '` v^ \ fig,'" ,. � ff � .... �,,;
:
:
) RVF t\a
'
»
r'
Y
,...........
L.
,
y
L _
< i
:
f
Al
;E
•:l� ,
= f
\
»
h I.
i if i
Y
k
,. , .i t = r • E r
1 A Q
'y a
w y
rJ
ssvv
.v -'
,e
k
i Lv�v
i
o
< 3
..... . . ...... . Z -A
c _ m
r
t,s :''�. >t' fib.. t:,`�" •''• `,%) ,y i ,t�:£3 iLS 3? .',S 7
0
-J
...........
L
=k =
, #
:
;i
3;T
)
rY „� �
.. I
k,
'p,
4.1
i \ \ », v € tiri
% y 1
,
...v .:. '. 1' .,... '. ,. ' i ' \ - .J ✓'� ^ <;�Y `' \. ..tau' k -\' i. '
,
L
\
:
,
. {Y �'�i��'�, • i 'x : \. � \'.:' ` ns ak J f S L �� £ $ ��t
o
. .......... . .
4
... ......
N,
^, ♦... .` �, s; -Y i •';£ ^t., ..., Xl ��;, ;, f j 's t �r 'a C` € £,`�`�
.... ♦.. Y =€ L f
>°
,,♦ < f f f, V� k rY•
SCALE: 1"- 80'
BENCHMARKS:
T.B.M. #1 (S &A) — NAIL SET ® S. SIDE, TEL. POLE ON THE
S. SIDE OF 131ST. APPROX. 70'± W OF W PROPERTY LINE
1.5' UP FROM GROUND.
ELEV.= 916.10
T.B.M. #2 (S &A) — NAIL SET ® W. SIDE OF PWR POLE ON THE
S. SIDE OF 131ST APPROX. 130'± E. OF E. PROPERTY LINE
1.5' UP FROM GROUND. POLE #55 -125
ELEV.= 906.04
S &A CP (M4) — REBAR SE ® S. SIDE OF 131ST APPROX. 300'±
E. OF W. PROPERTY LINE.
ELEV.= 911.65
EARTHWORK:
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 '11: 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 from area to be occupied by a road surface area and building pad. 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 01 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.
4. REMOVAL OF TOPSOIL
A. All topsoil shall be removed from all areas to be excavated.
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. U11UTiES
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
v7
W
V
H
C
Y
r �
o
W S W L0
r �
S
_
NO. - o
19358 �
i STATE OF R
�i
W
w
U
V) C14
O LO
>- I
0)y
V
11� w
V
M
aU-
r-
00
N
W of
Z O
C�
00
Z
w
t� LO
z_ LO
J 0)
' D
V I 00
z -,
O r-
U IM
Q
Z
4
0
Z
N
O
a_
a
Z
Q
0
Z
SHEET N0.
21
OF 21 sHEE15
Joe No. 40605,
r
i
J
w
U
,
T—
\W
I
z
O
D
(n
U
W
V)
Q
0
Z
I
��Q L
IC.._J
Z
^
V
W
0
0
CL
O
TQ
i.
SHEET N0.
21
OF 21 sHEE15
Joe No. 40605,
r
i
J
w
U
,