HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 22LINE "S-1-B"
P.T. 444+82.84 "S-1-B"
P.I. 444+21.31 "S-1-B"
P.C. 443+59.27 "S-1-B"
Spring Mill Road
An Indiana Limited Partnership
JEC Partnership, L.P.
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 3, T 17 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
CURVE DATA
T = 62.04’
L = 123.57’
R = 557.74’
E = 3.44’
P.I. Sta. 444+21.31 "S-1-B"
S.E. = N.C.
Line "S-1-B"
4
4
5
443+70.00 "S-1-B"
BEGIN CONSTRUCTION
Conseco, Inc.
830
820
840
850
860
870
830
820
840
850
860
870
Line "S-1-B"
100+90.00 "C"
BEGIN CONSTRUCTION
Str. No. 401
Str. No. 403
1
1
6
t
h
S
t
r
e
e
t
Str. No. 404
Str. No. 402
City Of Carmel
327+09.67 "E"
END CONSTRUCTION
1
1
6
t
h
S
t
r
e
e
t
L
i
n
e
"E
"
L
i
n
e
"
C
"
Str. No. 500
Spring Mill Road
Str. No. 502
Str. No. 501
P.O.T. 100+00.33 "C"
P.O.T. 328+00.00 "E" =
P.I. 449+54.18 "S-1-B" =
Line "S-1-B"(24" conc curb)
(24" conc curb)
(24" conc curb)
(24" conc curb)
(asphalt)(grass)
(
g
r
a
s
s)
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(
g
r
a
s
s
)(
g
r
a
s
s
)
(grass)
(
g
r
a
s
s
)
(grass)
(
p
la
n
t
e
r)
(
w
o
o
d
s
)
(field)
(field)
(fie
l
d
)
(
a
s
p
h
a
l
t
)
(
g
r
a
s
s)
(
c
o
n
c
)
4’ wooden fenceedge of field
(winter wheat)
(
a
s
p
h
a
lt)
(asphalt)
(PUBLIC ROAD)(asphalt)
2
"
18"
10"
10"
10"10"
1
0
"
1
5
"
E
l.
8
5
3.
2
0
T
B
M
#
1
0
0
2
(
g
r
a
s
s
)
(
g
r
a
s
s
)
(grass)
2"
2"
2"
(
c
o
n
c
)
(field)
V
C
S
V
C
S
V
T
V
CS
S
T
R
T
W
V
W
V
T
H
H
W
T
H
H
G
V
T
H
H
T
S
S
T
18" PVC 18" PVC
18" PVC
18" PVC
8
"
P
V
C
S
S
(conc)
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 10:01:40 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.09.dgn
22PLAN AND PROFILE
CITY OF CARMEL
sbalog 10:01:40 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.09.dgn
1" = 30’
1" = 10’
JSB AJE
KGJ JSB 11-09
124
03/28/2012
100.00’ V.C.
P.V.I. EL. 854.18
P.V.I. 444+50.00
230.00’ V.C.
P.V.I. EL. 851.96
P.V.I. 446+35.00
100.00’ V.C.
P.V.I. EL. 852.79
P.V.I. 448+00.00
120.00’ V.C.
P.V.I. EL. 852.84
P.V.I. 451+05.00
-0.58%-1.20%
+0.50%
+1.50%
-1.50%
P.G. EL. 853.75
448+64.17 "S-1-B"
END PROFILE
P.G. EL. 853.75
450+44.25 "S-1-B"
BEGIN PROFILE
+0.50%
P.G. EL. 854.65
443+70.00 "S-1-B"
BEGIN CONSTRUCTION
8 5 4
.6
8 5 4
.8
8 5 4
.4
8 5 4
.0
8 5 3
.5
8 5 3
.1
8 5 2
.7
8 5 2
.4
8 5 2
.4
8 5 2
.6
8 5 2
.9
8 5 3
.8
8 5 5
.0
8 5 6
.8
8 5 5
.3
8 5 4
.0
8 5 3
.5
8 5 3
.6
443+00 444+00 445+00 446+00 447+00 448+00 449+00 450+00 451+00
App. Section Line
From Line "S-1-B", Except as Noted.
All Topographic Information Described
See Construction Details.
For Proposed Drainage Structures
Line "S-1-B" to be Constructed.
Except as Shown.
All R/W Described from Line "S-1-B"
NOTES:
2 0 ’ S e w e r E a s e
m e n t
E a s
e
m e n t
1 5 ’ W a t e r M a i n
App. Exist. R/W
App. Exist. R/W
App. & Exist. R/W
App. Exist. R/W
App. Exist. R/W
50’ Dedicated R/W
50’ Dedicated R/W
50’ Dedicated R/W
80’
+90 "C"
R/W
App. Exist. R/W
2 0 ’ S e w e r E a s e m
e n t
E a s e m
e n t
1 5 ’ W a
t e r M a
i n
A p
p
.
S
e
c
t
i
o
n
L i
n
e
App. & Exist. R/W
55’
+90
App. Exist. R/
W
R/WApp. Exist. R/W
App. Section Line
App. Exist. R/W
40’
+50
App. Exist. R/W
50’ R/W
R/W
Constr. Limits
Constr. Limits Constr. Limits
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
See Roundabout Spot Elevations For Details
Profile Grade
Existing Ground
Grade of Special 4’ Bottom Ditch Req’d. LT
(Plotted 20’ below Datum)
Grade of Special 4’ Bottom Ditch Req’d. RT
-0.50%
-0.56%
849.75
+50
850.08
+50
852.48
+70
852.44
+70
Str. No. 500
Str. No. 500
8
5 4 .4 7
8
5 4 .1 0
8
5 3 .5 8
8
5 3 .0 2
8
5 2 .6 2
8
5 2 .4 1
8
5 2 .3 8
8
5 2 .5 4
8
5 2 .9 1
8
5 3 .5 4
8
5 3 .6 6
8
5 3 .1 5
8
5 3 .6 7
8
5 3 .2 7