HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 32CONSTRUCTION DETAILS
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HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 35, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 EAn Indiana Limited Partnership
JEC Partnership, L.P.
116th Street
I l l i n o
i s
s
t r e
e
t
City Of Carmel
An Indiana Limited Partnership
Fidelity Office Building II, L.P.,
City Of Carmel
Line "C"
L i n e
"A "
Line "C"
210+00
P.O.T. 106+24.31 "C"
P.O.T. 210+01.07 "A" =
P.O.T. 210+01.07 "PR-A" =
104+01.54 "C"
END CONSTRUCTION
Str. No. 406
Str. No. 405
Clarion Health Partners, Inc.Clarian Health Partners, Inc.
P.I. 210+00.00 "A"
P.I. 210+00.00 "PR-A" =
(24" conc curb)
(24" conc curb)(2 4 " c o n c c u r b )
(2 4 " c o n c c u r b )
(24" conc curb)
(2 4 " c o n c c u r b )
(wall)
(a s p h a l t )
(a s p h a l t )(asphalt)
(asphalt)
(asphalt)
(conc)
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(g r a s s )
(planter)
(field)
(field)
(grass)(grass)
(grass)
(grass)
(grass)
(asphalt)(24" conc curb)
(grass)
(grass)
(grass)(grass)
(24" conc curb)
(grass)(grass)
(asphalt)
(
a
s
p
h
a
lt
)
(grass)
(planter)
(wall)
(24" conc curb)
(g r a s s )
(2
4 " c o n c c u r b )
(conc)
(conc)
edge of field
(c o n c )
(asphalt)
2"2"2"2"2"2"2"2"
2"
2"
2"
2"
2"
2"
2"
2"2"
4"
4"
4"
4"
4"
(grass)
(grass)
VCS
VCS
W
THH
THH
THH
EH
GV
THH
T
D
EH
THH
T
THH
12" PVC
12" PVC
1 2 " P V C
D
S
S
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 10:01:52 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.08.dgn
32
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:52 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.08.dgn
1" = 30’
N/A
11-09
124
03/28/2012
L i n e "P
R -
A "
App. Section Line
U t i l i t y E a s e m
e n t
5
0 ’ D r a i n a
g e
&
E a s e m
e n
t
1 5 ’ W a t e r M a i n
70’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
16
16
15
15
1515
F1
R
R
F1
L
G
G
App. Exist. R/W App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
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
App. Exist. & R/W
App. Exist. R/W
App. Exist. R/W
25’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
Easement
15’ Electric
11 SYS Geotextiles Req’d.
4 Tons Revetment Riprap on
K
K
D
K
W = 24’, L = 69’
Road Approach
+
0 0 .0 L T . "C "
+
0
0.0
R
T. "
C"
Constr. Limits
Constr. Limits
L i n e "A "
3.5’
R 1.5’R
3 .5 ’R14’-0"1
4’-0"
4.25’ RT.
+15.14
40.92’ RT.
+15.14
29.72’ LT.
+15.14
33.75’ LT.
+00.00
9.75’ LT.
+00.00
5.60’ LT.
+15.14
2
4 ’-
0 "
+
8 2 .9 1
+
2 0 .6 2
+
6
8
.3
7
48.5’R
40.25’ RT.
+44.03
97.26’ RT.
+93.87 97.87’ RT.
+17.86
35.19’ RT.
+01.54
4.25’ RT.
+01.54
28.25’ RT.
+01.54
48.25’ RT.
+50.00
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26
K
K
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
1 2 " R C P
12" RCP
12" RCP
12" RCP
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"