HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 17820
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LINE "PR-A"
P.C. 40+79.36 "PR-A"
P.I. 43+56.34 "PR-A"
T = 276.97’
R = 535.00’
CURVE DATA
L = 511.15’
E = 67.44’
P.I. Sta. 43+56.34 "PR-A"
P.T. 45+90.52 "PR-A"
P.C. 48+81.90 "PR-A"
L = 541.63’
T = 282.73’
CURVE DATA
R = 765.00’
E = 50.57’
P.I. Sta. 51+64.63 "PR-A"
S.E. = N.C.
4
5
5
0
An Indiana Limited Partnership
JEC Partnership, L.P.,
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
An Indiana Corporation
Valley Development Co., Inc.,
Str. No. 239
Str. No. 236
Str. No. 235
Str. No. 238
Str. No. 240
Str. No. 241
Str. No. 242
Str. No. 243
Str. No. 246
Str. No. 245
Str. No. 244
Str. No. 248
Str. No. 247
Str. No. 249
Str. No. 250
Str. No. 251
Str. No. 254
Str. No. 255
Str. No. 257
Str. No. 256
Str. No. 252
Str. No. 253
Str. No. 258
S.E. = 4.0% Str. No. 271
(field)
(field)
HORIZONTAL SCALE
DESIGNATION NO.
BRIDGE FILE
VERTICAL SCALE
SURVEY BOOK SHEETS
CONTRACT PROJECT NO.
ofDESIGNED:DRAWN:
CHECKED:CHECKED:
DESIGN ENGINEER
FOR APPROVAL
RECOMMENDED
DATE
sbalog 10:01:34 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.04.dgn
17PLAN AND PROFILE
CITY OF CARMEL
sbalog 10:01:34 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.04.dgn
1" = 30’
1" = 10’
JSB AJE
KGJ JSB 11-09
124
03/28/2012
+0.50%
8 4 3
.9
8 4 4
.0
8 4 4
.3
8 4 5
.0
8 4 5
.7
8 4 7
.1
8 4 7
.8
8 4 7
.9
8 4 7
.4
8 4 6
.8
8 4 6
.5
8 4 6
.4
8 4 6
.1
8 4 5
.8
8 4 5
.6
8 4 5
.6
8 4 6
.5
8 4 7
.2
8 4 7
.4
41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00
Section Line41 41App.
Line "PR-A"
From Line "PR-A", Except as Noted.
All Topographic Information Described
See Construction Details.
For Proposed Drainage Structures
Line "PR-A" to be Constructed.
Except as Shown.
All R/W Described from Line "PR-A"
NOTES:
50’ R/W
50’ R/W
50’
+P.C.
50’
+P.C.
50’
+P.T.
50’
+P.T.
50’ R/W
50’ R/W
50’ R/W
50’ R/W
C
o
n
str.
Limits
Constr. Limits
Constr. Limits
Constr. Limits
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Profile Grade
Existing Ground
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M .H . 4 8
+
3
5
S
t r . N o . 2
5 5
M .H
. 4 9
+
0
0
S t
r . N o . 2
5
8
M .H . 4
9 +
7
5
S t
r . N o
. 2
4
6
M .H . 4
4 +
5
0
S t r . N o
. 2 4
8
M .H .
4
6
+
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S t r . N
o
. 2 5
1
M .H .
4
6
+
8 5
S
t
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2
4
0
M .H . 4 1 +
7 5
S
t r . N o . 2
4 3
M .H
. 4 3
+
3
0
102’ of 30" Pipe at +0.30 %162’ of 30" Pipe at +0.30 %124’ of 30" Pipe at +0.30 %186’ of 30" Pipe at +0.50 %at +0.50 %
50’ of 24" Pipe
146’ of 24" Pipe at +0.50 %60’ of 24" Pipe at +0.50 %67’ of 24" Pipe at +0.50 %
846.25
846.12
12" Pipe
845.92845.82
845.95
12" Pipe
845.52845.42
844.95
12" Pipe
844.69844.59
845.11
12" Pipe
844.34843.84
843.32
12" Pipe
842.91842.81
842.72
12" Pipe
842.43842.33841.84841.74841.43
841.97
15" Pipe
846.35
12" Pipe 846.35
8
4 6 .5 0
8
4 6 .7 5
8
4 7 .0 0
8
4 7 .2 5
8
4 7 .5 0
8
4 7 .7 5
8
4 8 .0 0
8
4 8 .2 5
8
4 8 .5 0
8
4 8 .7 5
8
4 9 .0 0
8
4 9 .2 5
8
4 9 .5 0
8
4 9 .7 5
8
5 0 .0 0
8
5 0 .2 5
8
5 0 .5 0
8
5 0 .7 5
8
5 1 .0 0