HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 29CONSTRUCTION DETAILS
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2
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P.I. 51+64.63 "PR-A"
P.O.T. 198+00.00 "A"
Illinois Street
Illinois Street
An Indiana Limited Liability Company
Heartland Real Estate Holdings, LLC
An Indiana Limited Partnership
JEC Partnership, L.P.,
City of Carmel
City of Carmel
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
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
Str. No. 258
Str. No. 257
Str. No. 261
Str. No. 260
Str. No. 264
Str. No. 263 Str. No. 267
Str. No. 266
Str. No. 256
Str. No. 259
Str. No. 262
Str. No. 265
Str. No. 268
Str. No. 270
Str. No. 269
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6’ wooden fence
6’ wooden fence
conc lid
fiber optic
block wall
(conc)
(conc)
(field)
(dirt)
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(grass)
(grass)
(grass)
(tree nursery)
(tree nursery)
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(field)
(grass)
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(stone)(grass)
(stone)
(24" conc curb)
sign
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propane tankoil tanks on stands
(grass)
(asphalt)
(grass)
(pole barn)
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)
12"
12"
6"
6"
4"6"6"
6"6"
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
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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 10:01:48 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.05.dgn
29
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:48 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.05.dgn
1" = 30’
N/A
11-09
124
03/28/2012
Line "PR-A"
R/W
R/W
Line "A"
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
16
16
15
15
K
K
App. Exist. R/W
App. Exist. R/W
App. & Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/WApp. Exist. R/W
App. Exist. R/W
3’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
100’ of 24" Pipe Req’d.
Manhole, Type "C-4" &
3’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
105’ of 18" Pipe Req’d.
Manhole, Type "C-4" &
3’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
114’ of 15" Pipe Req’d.
Manhole, Type "C-4" &
3’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
136’ of 12" Pipe Req’d.
Manhole, Type "C-4" &
+
8
5.0
L
T.
+
7
5.0
R
T.+75.0, 40.0’ RT.
+85.0
R
T.
+00.0 RT.
+
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0
L
T
.
+
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T.
+
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0,
4
0.
0’
R
T.
+25.0 RT.+
2
5.
0,
4
0.
0’
R
T.
+
2
5.0
L
T.
+
0
0.
0
L
T.
Constr. Limits
Constr. Limits
+7 5 .0 L T .
+85.0, 40.0’ RT.
+
0
0.0, 4
0.0’
R
T.
2 8 .5 ’R
2
4 ’
3
6
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3
6
’
2
4
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-
0
"
24’-0"
+
44.00
+
8
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0
0
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9 .2
6
+
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+
9
5
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5
2 ’-
0 "
1
4
’
-
0
"
14’-0"
63.00’ RT.
+20.14
33.66’ LT.
+20.14
26
26
15
16
16
K
K
+
1 1 .0 0
1.5’R
F3
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
1
2
"
R
C
P
6
"
H
D
P
E
8
"
P
V
C
8" HDPE
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"