HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 18820
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LINE "PR-A"
An Indiana Limited Partnership
JEC Partnership, L.P.,
P.I. 51+64.63 "PR-A"
T = 282.73’
CURVE DATA
L = 541.63’
R = 765.00’
E = 50.57’
P.I. Sta. 51+64.63 "PR-A"
S.E. = N.C.
P.O.T. 199+52.80 "A"
P.T. 199+52.80 "PR-A" AH =
P.T. 54+23.54 "PR-A" BK=
Equation:
201+20.14 "PR-A"
END PROJECT
City of Carmel
Illinois Street
City of Carmel
An Indiana Limited Partnership
JEC Partnership, L.P.,
2
0
0
5
0
An Indiana Limited Liability Company
Heartland Real Estate Holdings, LLC
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
Str. No. 256
Str. No. 257
Str. No. 258
Str. No. 259
Str. No. 260
Str. No. 261
Str. No. 262
Str. No. 264
Str. No. 263
Str. No. 265
Str. No. 267
Str. No. 266
Str. No. 270
Str. No. 269
Str. No. 268
P.O.T. 198+00.00 "A"
m
e
t
a
l
b
u
i
l
d
i
n
g
(
2
4
"
c
o
n
c
c
u
r
b
)
6’ wooden fence
6’ wooden fence
fiber optic
block wall
(conc)
(field)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(grass)
(grass)
(tree nursery)
(tree nursery)
(field)
(grass)
(24" conc curb)
sign
propane tankoil tanks on stands
(grass)
(asphalt)
(grass)
(
p
o
l
e
b
a
r
n
)
12"
12"
6"
6"
4"6"6"
6"6"
4"
4"4"
4"4"
4"
4"
4"
4"
28"15"
(tree nursery)
(field)
(field)
shed
wooden
(24" conc curb)
(24" conc curb)
(asphalt)
D
D
T
E
H
D
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 10:01:35 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.05.dgn
18PLAN AND PROFILE
CITY OF CARMEL
sbalog 10:01:35 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.05.dgn
1" = 30’
1" = 10’
JSB AJE
KGJ JSB 11-09
124
03/28/2012
P.G. EL. 855.66
201+20.14 "PR-A"
END PROJECT
P.G. 854.34
199+52.80 "PR-A" AH
54+23.54 "PR-A" BK=
Equation:
100.00’ V.C.
P.V.I. EL. 851.90
P.V.I. 51+80.00
100.00’ V.C.
P.V.I. EL. 855.31
P.V.I. 200+50.00
+0.50%
+1.00%
+0.50%
8 4 7
.4
8 4 7
.9
8 4 9
.3
8 4 9
.8
8 4 9
.3
8 4 8
.7
8 4 8
.7
8 4 9
.1
8 5 0
.2
8 5 0
.3
8 5 0
.5
8 5 6
.3
8 5 6
.0
8 5 6
.8
8 5 7
.0
8 5 7
.2
8 5 7
.6
8 5 7
.4
50+00 51+00 52+00 53+00 54+00 200+00 201+00 202+00 203+00 204+00
Line "PR-A"
App.
Line "A"
App.
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:
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. & Exist. R/W
App. Exist. R/W
App. Exist. R/WApp. Exist. R/W
50’ R/W
50’ R/W
50’ R/W
50’ R/W 50’
R/W(+69.95)
50’
R/W(+69.95)
50’
+P.T.
50’
+P.T.
Constr. Limits
Constr. Limits
1
2
"
R
C
P
1
2
"
R
C
P
1
2
"
R
C
P
1
2
"
R
C
P
1
2
"
R
C
P
12" RCP 12" RCP
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Profile Grade
Existing Ground
S t
r . N o . 2
6
7
M .H . 5
3 +
2
5
S t r . N o
. 2 7
0
M .H .
2
0
0 +
0
0
S t
r . N o . 2
5
8
M .H . 4
9 +
7
5
S t
r . N o . 2
6
1
M .H . 5
0 +
8
5
S
t r . N o . 2
6 4
M .H . 5 2 +
0
0
100’ of 24" Pipe at +0.50 %105’ of 18" Pipe at +0.50 %
114’ of 15" Pipe at +0.50 %136’ of 12" Pipe at +1.00 %
850.30
12" Pipe850.30
848.94848.17
847.60
847.60
12" Pipe
847.50846.95
846.90
12" Pipe
846.85
848.85
15" Pipe
846.35
8
5 1 .0 0
8
5 1 .2 5
8
5 1 .5 0
8
5 1 .7 6
8
5 2 .1 2
8
5 2 .6 0
8
5 3 .1 0
8
5 3 .6 0
8
5 4 .1 0
8
5 4 .8 1
8
5 5 .2 4
8
5 5 .5 6