HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 5111th STREET
62+02.06 "D" TO 62+50.00 "D"
59+24.36 "D" TO 60+52.06 "D"
Line "D"
Line "D"Line "D"
Line "D"
111th STREET
62+50.00 "D" TO 63+25.00 "D"
111th STREET
58+25.00 "D" TO 58+60.00 "D"
111th STREET
58+60.00 "D" TO 59+24.36 "D"
Line "D"
111th STREET
63+25.00 "D" TO 63+75.00 "D"
116th STREET
321+90.00 "E" TO 325+00.00 "E"
Line "E"
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 10:01:19 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.04.dgn
TYPICAL CROSS SECTIONS 5
CITY OF CARMEL
JSB AJE
KGJ JSB
" = 1’-0"41
N/A
sbalog 10:01:19 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.04.dgn
11-09
124
03/28/2012
2%2%
Profile Grade Profile Grade
2%
2%2%
2%
VariesVaries
*** See Geometric Tie-Up sheet For Details
******
***
Grade
Profile
******
2’-0"U
2’-0"U
2’-0"U
2’-0"U
KK
K K
15
1515
15 16 16
2%
Grade
Profile
1’-0"
R
3:1Existing Ground
O R
Exist. Pavement
3:1 Existing Ground
O
2%
Grade
Profile
K2
1’-0"
K2
3:1Existing Ground
1’-0"
2’-0"
Lane
Existing
Lane
Existing
2’-0"
1’-0"
11 Varies from 17’-0" at 63+25.00 to 9’-6" at 63+75.00
12 Varies from 11’-6" at 63+34.35 to 10’-0" at 63+75.00
16" Chemical Soil Modification
16" Chemical Soil Modification
2%
3:1 Existing Ground
2%
3:1Existing Ground
2%
3:1Existing Ground
2%
3:1 Existing Ground
4’-0"
Lane
Varies
Splitter Island
Varies
Lane
Varies
4’-0"
Exist.
Exist.
1’-0"
4’-0"
Lane
10’-6"
Gore
Varies 0’-0" to 8’-0"
Lane
Varies
4’-0"
9 10
9
10
Is 8’-0" from 59+15.00 to 8’-0" at 59+24.36
Varies from 0’-0" at 58+25.00 to 8’-0" at 59+15.00
Is 12’-0" from 59+15.00 to 8’-0" at 59+24.36
Varies from 11’-0" at 58+25.00 to 12’-0" at 59+15.00
3:1 Existing Ground
Grade
Profile
K2
1’-0"
R
3:1Existing Ground
11 12
Exist.
Lane
Varies
Lane
Varies
3:1 Existing Ground
******
Lane
Varies
Painted Island
Varies
Lane
Varies***
Exist. Pavement
R
Lane
Existing
Lane
Existing
2%Exist.
2%2%
Profile Grade
O
KK1R
13
13
2%2%
Subgrade Treatment IC
Subgrade Treatment IC
3:1 3:1
Bottom Ditch
4’-0"Varies
Existing Ground
Varies
*
Varies from 13’-0" at 322+45.38 "E" to 24’-0"at 325+50.00 "E"
Is 13’-0" from 321+90.00 "E" to 322+45.38 "E"
2%K 15 2%
3:
1 Existing Ground
U
4’-0"
Lane
12’-0"
Lane
12’-0"
Left Turn Lane
12’-0"
Lane
Varies
2’-0"
1’-0"
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,