HomeMy WebLinkAbout03070016 Village of West Clay Sections9006 - A&B Large Plan pg. IDATE:
6/30/03
PROJECT Na:
1238.9006
DRAWN BY:
CWD
CHECKED BY:
SHEET TITLE:
INTERSECTION DETAILS
AND ENTRANCE PLAN
DRAWING FILES:
N: \1238 \9006 \DWGS \C301.DWG
XREF: 9006BS.DWG
XREF: 1009BS.DWG
SHEET NO.:
C30
:emyR^; �'el:.' T �'�fi
W
LLJ
C)
140
re 14.00 RT
(893.63)GUT
1894.131
BR STA 11 +53.31
1894.96ITC 14.00 LT
(894.46)GUT
BR STA 1 +38.59
1894.141
25 R
i
41
TC 14.00 LT
(893.64)GUT
68
BR STA 10+
1894.291
(893.79)GUT
DUMBARTON STREET
I
i
TC 14.0
0'
SCALE: 1 =30'
CD
O
i
i
DUMBARTON STREET
DUMBARTON STREET
HALIFAX STREET
I
1
80
I
8
ASSUMED NORTH
SCALE: 1"=30'
L
73
BR STA 1+53.47
TC 14.00' LT
(892.57)GUT
BR STA 1 +23.96
MF 894.55 Ic 47.
��I•-3. 5�t1T
000
1893.071
000
EXISTING PAVEMENT
:Rs
BR STA 31 +06.91
(900.85
BR STA 17 +92.71
1898.02ITC 14.00' LT
(897.52)GUT
(900.77)
31 +73.65
(900.24)
TC
(899. 88)GUT
I a
900.78
900.00
900.38
899.48
1900.50j
TC p
GUT o
99.66
899.16
897.05
STA 31+04.32
898.50
898.00
89 .14 TC
898.64 GUT
W
Lai
CL
0
Tc 14.00 RT
GUT
DUMBARTON STREET
co
F-
0
1--
w
e3
143
HORSFERRY ROAD
DUMBARTON STREET
131st STREET
SCALE: 1 =30'
BR STA 14 +83.07
1898.181TC 14.00' LT
(897.68)GUT
BR STA 1+64.95
14.00' RT 1893.Q61Tc
(892.56)GUT
BR STA 1 +24.96
74
000 000
$.-..w N
EXISTING PAVEMENT
DUMBARTON STREET
f!
DUMBARTON STREET
DUMBARTON STREET
FAIRMOUINT STREET
SCALE: 1 =30'
kltni
80' TAPER
9' PATH 75' TAPER
891.50
54.70' RT 893.60 TC
89),I0 RI IF
000
000
40"
TC/
BR STA 14 +93.70
14.00' RT 1898.28 ITC
897.78 GUT
0
0
BR S
14.00 RT 17 +67 1898.21 10 ITC
(897.71)GUT
t A\\\ 4
1892.00lTC ME
GUT
78'R
1897.551
BR STA 16 +90.69
50.28' RT 1898.501TC
898.0o}GU
�1NE}
gg'R tR�w
TC
GUT
BR STA 15 +70.50
49.96' RT 1898.051Tc
(897.5 GUT
86
85
x ELEV
DESC
[000.001
ILr1E.. H .III
Existing Storm Sewer
New Storm Sewer
Existing Sanitary Sewer
New Sanitary Sewer
Existing Contour
All Other Finish Grades
Flow Arrow
HOLEY MOB SAYS
DON'T
DIG
BLIND"
'ITS THE LAW"
CALL 2 WORKING DAYS BEFORE YOU DIG
1 800- 382 -5544
CALL TOLL FREE
PER INDIANA STATE LAW IS -69 -1991.
IT IS AGAINST THE LAW TO EXCAVATE
WITHOUT NOTIFYING THE UNDERGROUND
LOCATION SERVICE TWO (2) WORKING
DAYS BEFORE COMMENCING WORK.
Existing Elevation
w/ description
New Pavement Grade
D K. SEA
G\sTE; O
No.
9500028
�0 STATE OF .:�Cv`
DATE:
THIS DRAWING AND THE IDEAS, DESIGNS AND
CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE
INTELLECTUAL PROPERTY OF THE SCHNEIDER
CORPORATION. AND ARE NOT TO BE USED OR
REPRODUCED, IN WHOLE OR IN PART, WITHOUT
THE WRITTEN CONSENT OF THE SCHNEIDER
CORPORATION.
COPYRIGHTED BY THE SCHNEIDER CORP. (2001)
Schneider
THE SCHNEIDER CORPORATION
12821 E. New Market Street
Suite 100
Carmel, IN 46032
Telephone: 317.569.8112
Fax: 317.826.6410
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