HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 16810
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LINE "PR-A"
P.C. 40+79.36 "PR-A"
an Indiana limited partnership
JEC Partnership, L.P.,
P.O.T. 61+40.06 "D"
P.O.T. 36+78.43 "PR-A" =
Roslyn L Noble
Vance A &
P.I. 33+99.79 "PR-A"
Valley Development Co Inc
P.T. 34+92.68 "PR-A"
P.C. 33+05.95 "PR-A"
N 00 00’ 00"
R = 765.00’
CURVE DATA
T = 93.83’
L = 186.73’
E = 5.73’
P.I. Sta. 33+99.79 "PR-A"
S.E. = N.C.
Deborah Lynne Cox
Eric Stephen &
3
5
4
0
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
Liverpool Drive
Str. No. 229Str. No. 226
Str. No. 227
Str. No. 228
Str. No. 233
Str. No. 234Str. No. 231
Str. No. 230
Str. No. 232
Str. No. 237
Str. No. 236
Str. No. 235
Str. No. 310
Str. No. 131
Str. No. 132
Str. No. 129
Str. No. 130
Str. No. 128
Str. No. 127
Str. No. 301
Str. No. 302
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(grass)
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(woods)
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12"
15"
18"
18"
18"
18"
18"
18"
21"
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24" roll
(weeds)
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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 10:01:33 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.03.dgn
16PLAN AND PROFILE
CITY OF CARMEL
sbalog 10:01:33 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.PP.03.dgn
1" = 30’
1" = 10’
JSB AJE
KGJ JSB 11-09
124
03/28/2012
P.G. EL. 842.83
36+03.27 "PR-A"
END PROFILE P.G. EL. 844.24
37+44.01 "PR-A"
BEGIN PROFILE
100.00’ V.C.
P.V.I. EL. 841.10
P.V.I. 34+30.00
100.00’ V.C.
P.V.I. EL. 845.20
P.V.I. 38+40.00
+0.50%
+1.00%
+0.50%+1.00%
8 3 7
.3
8 3 6
.9
8 3 7
.2
8 3 7
.5
8 3 7
.8
8 3 8
.6
8 3 9
.6
8 4 1 .2
8 4 0
.9
8 4 0
.5
8 4 1 .2
8 4 1 .6
8 4 1 .7
8 4 2
.0
8 4 2
.1
8 4 2
.5
8 4 2
.9
8 4 3
.4
8 4 3
.9
32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00
Line "PR-A"
R/W
R/W
Section Line41 41App.
Lot 27
App.
R/W
App.
R/W
App.
Lot 24
Lot 25
App.
Lot 27
Line "PR-A"
Lot 28
App.
App. Lot 57
App. Lot 56
App.
App.
Lot 55
App.
R/W
R/W
S
e
c
ti
o
n
L
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e
4
1
A
p
p.
N
8
8
5
7
’
3
2
"
E
L
i
n
e
"
D
"
20’ Sewer Easement
App. Exist. R/W
App. Exist. R/W
A
p
p
.
E
xi
st.
R
/
W
App. Exist. R/W R/W 50’ R/W
50’ R/W
50’
+P.C.50’
+00
60’
+00
50’
+P.C.
50’
+00
RW (25’)
RW (71.17’)
85’
+10
50’ Dedicated R/W
50’
+50 "D"
10’
+50 "D"
10’
+25 "D"
50’
+25 "D"
Exist. R/W (42.99)
Exist. R/W (+24.91)
Exist. R/W (92.19)
Exist. R/W (+34.73)
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:
Elev. 842.12
On East Side of Spring Mill Lane.
Flange, 60– South of 111th Street,
TBM #37 - A Chiseled "X" on W. Hex Nut F.H.
R/W
R/W
R/W
Do Not Disturb Exist. Wetland
Constr. Limits
Constr. Limits
Constr. Limits
Constr. Limits
E
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
Profile Grade
Existing Ground
Grade of Special 4’ Bottom Ditch Req’d. LT
+0.30%
834.66
+85
S
t r . N o .
2
3
7
M .H . 4 0 +
7
5
S t r . N o . 2 2 8
M .H . 3 8
+
0
5
S t r . N o . 2 3 1
M .H . 3
9
+
0 0
S
t r . N o .
2
3
4
M .H . 3 9 +
7
5
64’ of 36" Pipe at +0.31 %90’ of 36" Pipe at +0.31 %69’ of 36" Pipe at +0.30 %94’ of 30" Pipe at +0.30 %
Str. No. 302
M.H. 37+36
841.43841.33841.04
841.00
12" Pipe
840.41
12" Pipe838.85
36" Pipe
841.88
15" Pipe
841.97
15" Pipe839.05 839.25 839.35 839.63 839.73 839.94
8
3 9 .9 5
8
4 0 .2 0
8
4 0 .4 5
8
4 0 .7 0
8
4 0 .9 6
8
4 1 .3 2
8
4 1 .8 0
8
4 2 .3 0
8
4 2 .8 0
8
4 4 .8 0
8
4 5 .2 1
8
4 5 .5 0
8
4 5 .7 5
8
4 6 .0 0
8
4 6 .2 5
8
4 6 .5 0