HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 31CONSTRUCTION DETAILS
3
2
5
P
.O .T . 3
2
1 +
0
0 .0
0
"E "
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 35, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
City Of Carmel
An Indiana Limited Partnership
JEC Partnership, L.P.
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 34, T 18 N, R 3 E
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 3, T 17 N, R 3 E
100+90.00 "C"
BEGIN CONSTRUCTION
116th Street 116th Street
S p r i n g M i l l R o a d
S
p r i n
g
M i l l R o a
d
321+90.00 "E"
BEGIN CONSTRUCTION 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" =
Line "E"
L i n e "S -1 -B "
N 0
0
0 0 ’ 1 6 " E
o f H a m i l t o n C o u n t y
B o a r d o f C o m m i s s i o n e r s
Billy Creek Associates Billy Creek Associates
Line "C"
Str. No. 400
Str. No. 500
Str. No. 404
Str. No. 402
Str. No. 403
Str. No. 401
Clarion Health Partners, Inc.
Suburban Land Reserve, Inc.
William T. Cunningham et ux.
Str. No. 600
Str. No. 601
Str. No. 602
Str. No. 700
Str. No. 701 Str. No. 702
Str. No. 703
(2 4 " c o n c c u r b )
(24" conc curb)
(2 4 " c o n c c u r b )
(24" conc curb)
(asphalt)
(g r a s s )
(grass)
(grass)
(grass)
(grass)
(grass)
(grass)
(g r a s s )
(grass)
(planter)
(woods)
(field)
(asphalt)
(grass)(grass)
(woods)
(conc)
(w i n t e r w h e a t )
(asphalt)
2"
El. 853.20
TBM #1002
(grass)
(asphalt)
(grass)
(woods)
(woods)
(woods)
(asphalt)
(woods)
30"
15"
(grass)
(asphalt)
(grass)
(woods)
(grass)
(g r a s s )
(a s p h a l t )
2
"2 "
2 "
(conc)
(f i e l d )
VCSVCS
VT
VCS
S
S
TR
T
S
WVWV
THH
W
THH
GV
THH
T
T
1 8 " P V C
1 8 " P V C
1 8 " P V C
8" PVC
12" PVC
S
S
(c o n c )
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 10:01:50 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.07.dgn
31
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:50 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.07.dgn
1" = 30’
N/A
11-09
124
03/28/2012
App. Section Line
App. Section Line
L i n e
"S -
1 -
B "
App. Section Line
App.
App.
App. Section Line
20
’ Sewe
r Easemen
t
Easemen
t
15’ Wa
te
r Ma
in
16
16
16
16
16
16
16
16
16
16
16
16
15
15
15
1515
15
15
15
17
17
18
18
F2
F2
K
K
K1
O
O
K1
F1
F1
F1
F1
C
C
C
C
C C
C
L
L
L
L
C
R/W
R/W
R/W
R/W
R/W
R/W
App. Exist. R/W
A p p . E x i s t . R /W
App. Exist. R/W
App. Exist. R/W
A p p . E x i s t .
& R /W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
2 End Sections Req’d.
81’ of 12" Pipe w/
97’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
4’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
2’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
27’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
R/W
Dedicated R/W
Dedicated R/W
Easement
15’ Underground
Easement
15’ Electric
Easement
30’ Sewer
K1
10 SYS Geotextiles Req’d.
3 Tons Revetment Riprap on
16 SYS Geotextiles Req’d.
6 Tons Revetment Riprap on
R
K
K1
K1
K1
D
W = 20’, L = 16’
Private Drive
K1
Adjust Casting to Grade
Adjust Casting to Grade
Adjust Casting to Grade
Remove
Remove
Remove
with Property Owner
Outside of R/W & Shall Coordinate Location
Contractor to Relocate Landscape Boulders
Note:
+50.0 "S-1-
B"
+
8
0.
0 "
E
"
+68.3 RT. "E"+
4 2 .4 R T . "C "
+38.0 LT. "C"
Constr. Limits
Constr. Limits
Constr. Limits
+
0
0.0
R
T. "
C"
+05.0 RT. "C"
+9 9 .0 L T . "C "
+
0 5 .0 L T . "C "
22.19’ LT.
+00.00
24.00’ LT.
+50.0013.00’ LT.
+90.00
O
13.00’ LT.
+45.38
2 ’-
0 "
+
7
0.
5
5
+
7
9 .7
4
+7 0 .4 3
6’-
0
"
1
0’-
0
"
+
2
8.
5
5
+2
0 .0 0
+3 0 .2 1
"
C
"
"C "
"C "
26
26
1’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &+8 2 .0 R T . "E "
+9 8 .0 R T . "E "
1’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &+0 0 .0 R T . "E "
1’ of 12" Pipe Req’d.
Catch Basin, Type "K-10" &
+
0 5 .0 R T . "E "
1’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
36.00’ RT.
+20.27
36.00’ RT.
+90.00
R
K
Constr. Limits
15
Dedicated R/W
1
0
"
P
V
C
12" RCP
1
2
"
R
C
P
1 2
" R C P
1 2 " R C P
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"