HomeMy WebLinkAbout23-96.27M
L
21
J
H
G
F
Ll
LO
Cn
m B
N
Cu
N_
N
CD
CNJL _
f0
0
LO
U
n A
0
0
Cn
CD
0
I 2 3 4 5 6 7 9 1(Y i i z
,1
1 1 2 1 3 1 4 1 5 6 I 7 8 1 9 1 10 1 11 1 12 1 13 1 14 15 1
L
J
Ira
L
C
ro
IF
4
2
STORM STR No. 127
STORM STR No. 117 3
STORM STR No. 120 2
X03
T
CURB INLET
BEEHIVE INLET X03
CURB INLET cso3
SAYS
GENERAL NOTES:
2 STORM STR
No. 128
STORM STR No. 121
2
o
X03
UR INLET
CURB INLET , I
�� DONUT
1. ALL CUTS ARE TAKEN FROM THE DOSTIN G GRADE
TO THE PIPE INVERT.
>,",
I p
I
I e>r 1
I 50 (
I p I i I
DIG
2 ALL STATIONING IS TAKEN FROM THE NEAREST
Y ; �
�-- N
-
i
L-
i
I
DOWNSTREAM STRUCTURE
,
o J
- - -
- - -
_ _ _J
I I I
OLMD"
3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY
CD
- -
I
I
I
_ _ _
-N CONCR
_ _ i
i
-
TO FELD VERIFY ALL UTWTY LOCATIONS BEFORE
CONSTRUCTION BEGINS.
W
N
I
M
I
CRADLE
I
I,
M>-
I
I I
I p REQUIRE D
I p
I
4. TEMPORARY TRAFFIC CONTROL DURING
0 o
CONSTRUCTION TO CONFORM TO APPLICABLE
z
OCO 100d 1WVN4 i N
I
7 1
I
w
I I
STORM STR No. 122
3
LOCAL AND STATE STANDARDS,
NNVO 1
I N
N
I
I N C803 i
c� I i
° C803 I
�
I ° I I
BEEHIVE INLET
C803
5, TMAPPU�CATBOLE�
-40
I
I I
I
I
1- 800 -582 -6644
oRwtm IN O�OI�AUAHt NTH
i
_ I
w
CALL TOLL FREE
O.&H.A. STANDARDS FOR WORKER SAFETY.
6 STORM STR N0.
129
I r�
I
I
I i
I I
I �, i I
1m800=428'6200
s• CONTRACTOR SHALL MIN1M1zE DAMAGE To
C�3 END SECTION
I
I N
(
_
I p I i
I o00 (
o I I co I i I
FOR CALLS OUTSIDE OF INDIANA
� �
CD
I
Z
I
l
I
PER INDIANA STATE LAW IS-69 -1991.
N
N I
I
C-4
I
I p (
I I
'� I �p 7 I
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
I tG
I co
I OO c�o3 I
WORKING
Nc
�_
�
STORM STR N 1 2
S 0 S o. 23
BEFORE WORK.
_
--
- -�
-
- -�
- - - -
- - - �
- -- __J
CURB INLET
c�o3
CRESCENT
DRIVE
-
- -
-
r-- -
- - -.�O
- - - -
- -
- - - -
STORM STR No.
124 2
0803
SANITARY
I
CURB INLET
SE
SHEET CC*4
SEWER
I
C)
`n
M
� Ln �
t � to
� °�i I
STORM STR No. 125
2
-
-;or
I CURB INLET
c�o3
FOR CONTINU TION
J
I
Benchmark
SEE SHEET-
T-
-
-
- - -
-
-
- - - - - -
At Carmel, Hamilton County, on the Indianapolis
000
000 �
000
000
000
do Louisville Railway, 0.1 mile north of the station,
65 yards north of the center of the crossing of
00 0 0 o Ova
- - _ - - - - - - - - - -
State Highway 234, 11 feet east of the east rail,
at Semaphore Tower B 167.8, in the top of the
southwest comer of the concrete foundation.
A standard disk, stomped "X 42 1934 ".
5
STORM STR No. 126 s
Elevation = 829.227
�SO3
END SECTION cso3
Revisions
3/27/96 -DMW -MOVED NORTH R/W U* OF 126th STREET 8' NORTH.
STORM SEWER PLAN SCALE: 1"=50'
845
845
840
TC- 834.30
TC- 833.67
TC- 833.00
TC- 833.67
TC- 833.67
ST RFo9''',��•�.
835
TC- 832.70
TC- 833.00
TC- 832.50
835
NO. ; =
-
-
------
- --
-
_
- -`
9300469
��o�,:� STATE OF
��'�," x`'- INDIAHP�GXA'Z�
12" RCP (SW)
INV- 831.38
- - - --.
'�-
----
- - -- -'
8" PVC
ONAI�,��``.
830
-
�__
----
--
_ - - - - -_
___- - - - - --
INV - 827.61
830
INV- 831.60(NE) INV-
831.38(SW)
15" RCP (W)
INV- 830.91
INV- 830.25
(N & W)
- --
-
-- - - - - -
INV- 829.65
-- -
((
NV- 829.15E)
--------- -
- - -- _ _ - - - -__
INV- 830.00
INV- 829.47 S&N
( )
- - - - -- - - -- - -_ - -
-- - - - -- -- - -- _-
INV- 831.4 INV-- W) 0'98
VZ.4- �V/,4�
CERTIFIED BY 1NA
-
CONCRETE
CRADLE
15" RCP (E)
INV - 830.91
825
INV- 830.91E
O
REQUIRED 8" PVC
(S & N) INV- 829.15
(N & S)
12" RCP (W) INV- 829.39
(�N)
INV- 830.91
W
()
825
or
INV - 828.51
INV - 829.34
-
-
- - - - - -- -
IM MAVM AM 1W KA OEM MID 001WIS CWTAW
INV- 829.89(S)
INV-
829.74(N)
WM ARE 1W DU LW KTBJEMAL PROPERTY OF S0400
9040M OWM10 AND ARE NOT 7o BE USED OR FUMIMlcID
N MOLE OR N PART, 1 Mff 7NE WIM =MIT OF SDKI FJt
DU*EW OORPpUMK
820
820
01995, Schneider Engineering Corporation
----
--
-
--- - ------ ----- --- ---
. ..... - - -----
---- ----- - - ------- -----
---
....
.... -------------
- -
-- - - ------ ---
- ------
------
&Imeida
815
815
•
-
rporat�o
LJ
3020 North Post Road Engineering
810
30' of 18" RCP
(CLASS 3) ® 0.30%
30' of 18" RCP
(CLASS 3) 0 0.25%
810
Indianapolis, Indiana Surveying
2 0068 GIS • LIS
- - - -- -
- - - -
-- - -
- -
- - - - -
- - - - -
--
-
- - - - -- -- -- - - -- -- _ _ - - -
- -_ --
- -- _ - - - -- - -- - -_.- - - - --
- - - - --
- - -- - --
-------- - - - - -- - - ---- - -
-__._
-- _-
.- ---- -- --
-
30' of 15" RCP
- - -- - - --
-
- -
317 898 8282 Geology
317 -899 -8010 Fax
62
,
of 1 2 RCP
186 of 15 "
RCP (CLASS 3)
® 0.35%
99 15 of RCP
"
110 of 18 RCP
"
110 of 21 RCP
"
124 of 12 RCP (CLASS 3) ® 0.43%
"
120 of 15 RCP
(CLASS 3) A 0.25%
(CLASS 3) ® 0.35%
(CLASS 3) ® 0.36%
(CLASS 3) ® 0.45%
(CLASS 2) 0 0.22%
(CLASS 3) ® 0.359
805
805
A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated
C. P. MORGAN COMMUNMES, LP.
PARKSIDE VILLAGE SECTION 1 & 2
CARIWL, WDIANA
0
0
0
N
N
(0
N
N
STORM SEWER PROFILE
0
0
0
0
0
0
F=
0
Z
R�
Z
0
Z
0
Z
„,
z
Z
�
a
Z
M
�
Z
m
�-
z Ni
z
U
J
?
��
J
?
Date
Project No.
7
Drawn
APP rov.
oM
;�
oM
N3
o=
V)
m
oM
N�
��
N3
a=x
°m
a`
m o_
m
ac
N
W
�c
NW
oM
N�
oM
N�
2/22/96
1054
DMW
Computer Files
Sheet No.
SEW ER PROFILE
SCALE:
HORZ.: 1 " =50'
1 \t0 0 'D M
� ; 5401PL
��STORM �
VERT.. 1 5
1 1 2 1 3 1 4 1 5 6 I 7 8 1 9 1 10 1 11 1 12 1 13 1 14 15 1
L
J
Ira
L
C
ro
IF
4