HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 26CONSTRUCTION DETAILS
Spring Mill Place
Valley Development Co Inc
N 00 00’ 00"
Liverpool Drive
H u m
b e
r C o u
r t
Valley Development Co Inc Valley Development Co Inc
Valley Development Co Inc
2
5
3
0
HAMILTON COUNTY
CLAY TOWNSHIP
SEC. 2, T 17 N, R 3 E
Str. No. 112
Str. No. 111
Str. No. 116
Str. No. 114
Str. No. 113
Str. No. 118
Str. No. 120
Str. No. 122
Str. No. 124
Str. No. 126
Str. No. 115 Str. No. 117
Str. No. 119
Str. No. 121
Str. No. 123
Str. No. 125
(woods)(woods)
(woods)
(woods)(woods)
(woods)
(woods)(woods)
(woods)
(woods)(woods)
(field)
(field)
(field)
(field)
(field)
(field)
(conc)
(6’ clf)
T
T
T
T
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 10:01:44 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.02.dgn
26
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:44 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.CD.02.dgn
1" = 30’
N/A
11-09
124
03/28/2012
Lot 17
Line "PR-A"
Lot 16 Lot 10 Lot 9 Lot 2
Lot 3
Lot 54 Lot 55Lot 53Lot 48Lot 47Lot 17
Lot 52Lot 49
Lot 18
Lot 19 Lot 20 Lot 21 Lot 22 Lot 23 Lot 24
App. App. App. App.
App.
App. App. App. App. App.
App. App.
App.
App. App. App.
App. App.
App. App. App. App.
App.
App.
R/WR/W R/W R/W R/W
App.
R/W
R/W
65’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
16
16
15
15
F1
K
K
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W
App. Exist. R/W App. Exist. R/W65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
1’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
1’ of 12" Pipe Req’d.
Inlet, Type "M-10" &
Pipe End Section Req’d.
25’ of 12" Pipe w/ 1
Catch Basin, Type "K-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" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
65’ of 12" Pipe Req’d.
Inlet, Type "J-10" &
Pipe End Section Req’d.
25’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
Pipe End Section Req’d.
26’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
Pipe End Section Req’d.
26’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
Pipe End Section Req’d.
26’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
Pipe End Section Req’d.
26’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
Pipe End Section Req’d.
26’ of 12" Pipe w/ 1
Catch Basin, Type "K-10" &
15 SYS Geotextiles Req’d.
6 Tons Revetment Riprap on
15 SYS Geotextiles Req’d.
6 Tons Revetment Riprap on 15 SYS Geotextiles Req’d.
6 Tons Revetment Riprap on
17 SYS Geotextiles Req’d.
7 Tons Revetment Riprap on
17 SYS Geotextiles Req’d.
7 Tons Revetment Riprap on
18 SYS Geotextiles Req’d.
7 Tons Revetment Riprap on
18 SYS Geotextiles Req’d.
7 Tons Revetment Riprap on
+2 0 .0 L T .
+3 0 .0 L T .
+
6 0 .0 L T .+2 0 .0 L T .
+
2
5.0
L
T.+25.0 RT.
+
2
0.
0
R
T.
+
3
0.0
R
T.
+
60.0
R
T.
+
9 0 .0 R T .
+20.0 R
T.
+7 0 .0 L T .
+5 0 .0 L T .
+90.0 LT.
DO NOT DISTURB WETLAND
+70.0 RT.
+
5
0.0
R
T.
Constr. Limits
Constr. Limits
Constr. LimitsConstr. Limits
6
’-
0
"
1 0
’-
0
"
2
4 ’-
0 "
1 4
’-0
"
2 4 ’-
0 "
6 ’-
0 "
1 0 ’-
0 "
2 4
’-0
"
1 4 ’-
0 "
2 4 ’-0 "
26
26
F1
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"