HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 3e
ILLINOIS STREET
37+44.01 "PR-A" TO 39+41.05 "PR-A"
ILLINOIS STREET
42+90.00 "PR-A" TO 45+24.00 "PR-A"
39+41.05 "PR-A" TO 40+20.00 "PR-A"
max. = 4.0%
e
ILLINOIS STREET
45+24.00 "PR-A" TO 47+60.00 "PR-A"
40+20.00 "PR-A" TO 42+90.00 "PR-A"
max. = 4.0%
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 10:01:17 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.02.dgn
TYPICAL CROSS SECTIONS 3
CITY OF CARMEL
JSB AJE
KGJ JSB
" = 1’-0"41
N/A
sbalog 10:01:17 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.02.dgn
11-09
124
03/28/2012
9’-0"9’-0"
Line "PR-A"
e%e%
e%e%
* See Superelevation Diagram For Details
Profile Grade Profile Grade2%
2%2%
2%
VariesVaries
*** See Geometric Tie-Up sheet For Details
******
***
Line "PR-A"
************
2%2%
2’-0"U
2’-0"U
2’-0"U
2’-0"2’-0"U
K
KK
K
16
16 1615
15
15
15
1626
3:1
3:1
9’-0"9’-0"
2%
2%
Existing Ground
Existing Ground
Line "PR-A"
e%e%
e%e%
* See Superelevation Diagram For Details
e%
Turn Lane
12’-0"
Median
6’-0"
Varies K
K
16
15 16 15
2’-0"U
U
2’-0"
Axis of Rotation
Profile Grade &]
Axis of Rotation
Profile Grade &]
Profile Grade +0.72’ *
4%4%
1
2 2
1
2
* See Superelevation Diagram For Details
Profile Grade + from 39+10.00 to 39+41.05
3 4
3
4
Varies from 18’ at 45+24.00 to 6’ at 46+24.00
Varies from 18’ at 40+20.00 to 6’ at 41+20.00
Varies from 0’ at 45+24.00 to 12’ at 46+24.00
Varies from 0’ at 40+20.00 to 12’ at 41+20.00
e% from 39+10.00 to 39+41.05
+
+
++
++
+
++15
16
From 46+95.00 to 47+60.00
From 39+41.05 to 39+75.00
No Curb From 46+87.47 to 48+28.27
From 46+95.00 to 47+60.00
From 39+41.05 to 39+75.00
16" Chemical Soil Modification
16" Chemical Soil Modification
16" Chemical Soil Modification
16" Chemical Soil Modification
16" Chemical Soil Modification
4’-0"
Lane
12’-0"
Lane
12’-0"
18’-0"
Lane
12’-0"
Lane
12’-0"
9’-0"
4’-0"
Lane
12’-0"
Lane
12’-0"
Median
18’-0"
Lane
12’-0"
Lane
12’-0"
9’-0"
4’-0"
Lane
Varies
Lane
Varies
Splitter Island
Varies
Lane
Varies
Lane
Varies
9’-0"
3:1
Existing Ground
2%
3:1
Existing Ground
2%
3:1
2%
Existing Ground
3:1
2%
Existing Ground
Profile Grade + *
2’-0"2’-0"
16" Chemical Soil Modification
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J
Sodding26
K
U
15
F1
F2
16
17
Curb and Gutter Type III
Curb and Gutter Type II
18
5" Compacted Aggregate, No. 53, Base
330 #/Syd. HMA Intermediate, Type "A", on
110 #/Syd. HMA Surface, Type "A", on
Multi-Use Path
Decorative PCCP, 7"
330 #/Syd. HMA, Base, Type C
250 #/Syd. HMA, Intermediate, OG, Type C, on
385 #/Syd. HMA, Base, Type C, on
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
Barrier Curb
Modified Roll Curb
6" Underdrain
K1
605 #/Syd. HMA, Base, Type C
385 #/Syd. HMA, Base, Type C, on
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
O Compacted Aggregate, No. 53
R
1.5" Asphalt Milling
165 #/Syd. HMA Surface, Type "C", on
O1
No. 53, Base
Compacted Aggregate,
K2
6" Compacted Aggregate, No. 53, Base
275 #/Syd. HMA, Intermediate, Type C, on
165 #/Syd. HMA, Surface, Type C, on
O2
No. 8
Coarse Aggregate,