HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 33CONSTRUCTION DETAILS
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HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 3, T 17 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
Spring Mill Road
An Indiana Limited Partnership
JEC Partnership, L.P.
Line "S-1-B"
T = 62.04’
E = 3.44’
CURVE DATA
L = 123.57’
R = 557.74’
P.I. Sta. 444+21.31 "S-1-B"
S.E. = N.C.
P.T. 444+82.84 "S-1-B"
P.I. 444+21.31 "S-1-B"
P.C. 443+59.27 "S-1-B"
443+70.00 "S-1-B"
BEGIN CONSTRUCTION
Suburban Land Reserve, Inc.
Str. No. 603
Line "S-1-B"
327+09.67 "E"
END CONSTRUCTION
P.O.T. 100+00.33 "C"
P.O.T. 328+00.00 "E" =
P.I. 449+54.18 "S-1-B" =
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E "
1
1
6
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Str. No. 400
Str. No. 402
Str. No. 404
Str. No. 405
1
1
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S
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100+90.00 "C"
BEGIN CONSTRUCTION
Str. No. 401
Str. No. 403
Str. No. 500
Str. No. 406
of Hamilton County
Board of Commissioners
L i
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C
"
Str. No. 501
Str. No. 502
(
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4
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)
(24" conc curb)
(
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(24" conc curb)
(24" conc curb)
(24" conc curb)
(asphalt)
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(grass)
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4’ wooden fenceedge of field
(winter wheat)
(
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)
(asphalt)
(PUBLIC ROAD)(asphalt)
2
"2
"
2
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"
2
"
2
"
2
"
18"
10"
10"
10"10"
1
0
"
1
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"
El.
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CS
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H
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18" PVC
18" PVC 18" PVC
18" PVC
8
"
P
V
C
1
2
"
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 10:01:53 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.09.dgn
33
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:53 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.09.dgn
1" = 30’
N/A
11-09
124
03/28/2012
App. Section Line
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
15
15
K1
O
App. Exist. R/W
App. Exist. R/W
App. & Exist. R/W
App. Exist. R/W
App. Exist. R/W
Dedicated R/W Dedicated R/W
Dedicated R/W
R
K1
K1
K1
Adjust Casting to Grade
A
p
p
.
E
x
i
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t
.
R /
W
2 End Sections Req’d.
149’ of 12" Pipe w/
10 SYS Geotextiles Req’d.
3 Tons Revetment Riprap on
16
16
16
15
F1
L
C
C
R/W
App. Exist. R/W
A
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.
S
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L i
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16
16
16
17
18
K1K1
15 15
F1
F1
L
C
C
App. Exist. R/W
App. Exist. R/W
16
16
16
16
17
18
F2
K1
15
15 F1
L
C
C R/W
R/W
A
p
p
.
E
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.
R /
W
App. Exist. R/W
App. & Exist. R/W
K1
App. Section Line
16
16
K115
15
L
C
C
App. Exist. R/W
Dedicated R/W
F2
App. Exist. R/W
1 End Section Req’d.
102’ of 15" Pipe w/
Manhole, Type C-4 &
DO NOT DISTURB WETLAND
+
8
4.7
R
T.
+5 0 .0
+
5 0 .0 , 5 7 .0 ’ L T .
3 4 .0 ’ L T .
+2 0 .0 ,
Constr. Limits
Constr. Limits Constr. Limits
Constr. Li
mits
O
12.00’ LT.
+70.00
13.00’ RT.
+70.00 13.00’ RT.
+98.29
18.99’ RT.
+82.84
14.10’ LT.
+82.84
32.59’ RT.
+75.00
33.00’ RT.
+80.74
22.00’ LT.
+00.00
21.09’ LT.
+75.00
26
26
+
2
5.
0
2
+
3 4 .2 4
+2 4 .4 4
+8 4 .1 5
+
7
4.
1
8
+
83.32
63.72’ RT.
+43.66
6’-0"
10’-0"
10’-0"
1 0 ’-0 "
6 ’-0 "
26
26
Turnout Req’d.
Concrete Curb
0 .0 2 +
Turnout Req’d.
Concrete Curb
+
2
0.0
70’ of 12" Pipe Req’d.
Manhole, Type C-2 &
Dedicated R/W
1
0
"
P
V
C
1
2
"
R
C
P
1
2
"
R
C
P
12" RCP
12" RCP
12" RCP
12" RCP
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
27 Seeding
D
K
U
15
F1
F3
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18 Concrete Curb, Modified
O Modified Roll Curb
x
Full Depth Pavement (See Typical Sections)
Multi-Use Path (See Typical Sections)
Concrete Curb Ramp (Type is
Indicated by Letter Inside Hexagon)
Aggregate Shoulder (See Typical Sections)
6" Underdrain (See Miscellaneous Details)
Full Depth Pavement (See Typical Sections)K1
R 165#/SYD HMA Surface, Type C, on
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type B on
275 #/Syd. HMA Intermediate, Type B on
Subgrade Treatment Type IIIA
F2 Decorative Truck Apron, 7"
Decorative Concrete, 4"