HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 4ILLINOIS STREET
48+41.00 "PR-A" TO 50+44.00 "PR-A"
ILLINOIS STREET
50+44.00 "PR-A" TO 53+80.00 "PR-A"
ILLINOIS STREET
53+80.00 "PR-A" TO 201+20.14 "PR-A"
47+60.00 "PR-A" TO 48+41.00 "PR-A"
199+52.80 "PR-A" AH
54+23.54 "PR-A" BK =
Sta. Eq:
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 10:01:18 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.03.dgn
TYPICAL CROSS SECTIONS 4
CITY OF CARMEL
JSB AJE
KGJ JSB
" = 1’-0"41
N/A
sbalog 10:01:18 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.03.dgn
11-09
124
03/28/2012
9’-0"9’-0"
Profile Grade Profile Grade
2%2%2%2%
Line "PR-A"
Median
6’-0"
Turn Lane
12’-0"
Varies2%K K 1515
16 16
2’-0"U 2’-0"U
9’-0"9’-0"
Profile Grade Profile Grade2%
2%2%2%2%
2%
Line "PR-A"
2’-0"U 2’-0"U
2’-0"2’-0"
KK
16 16
15 15
26
9’-0"9’-0"
Profile GradeProfile Grade
2%2%2%2%
Line "PR-A"
Median
6’-0"
Turn Lane
12’-0"
Varies 2%
2’-0"U2’-0"U
1515
16 16
87
7
8
Varies from 12’ at 49+44.00 to 0’ at 50+44.00
Varies from 6’ at 49+44.00 to 18’ at 50+44.00
5
6
Varies from 18’ at 53+80.00 to 6’ at 200+09.26
65
Varies from 0’ at 53+80.00 to 12’ at 200+09.26
KK
Note: No Curb from 46+87.47 to 48+28.27
16" Chemical Soil Modification
16" Chemical Soil Modification
16" Chemical Soil Modification 16" Chemical Soil Modification
3:1 Existing Ground
2%
Existing Ground
2%
3:1
2%
3:1
Existing Ground
2%
3:1
Existing Ground
3:1 Existing Ground
2%
3:1 Existing Ground
2%
9’-0"
Lane
12’-0"
Lane
12’-0"
18’-0"
Lane
12’-0"
Lane
12’-0"
4’-0"
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"
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,