HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 6116th STREET
325+00.00 "E" TO 327+09.67 "E"
SPRINGMILL ROAD
452+30.00 "S-1-B" TO 455+35.00 "S-1-B"
443+70.00 "S-1-B" TO 446+75.00 "S-1-B"
SPRINGMILL ROAD
450+44.25 "S-1-B" TO 452+30.00 "S-1-B"
446+75.00 "S-1-B" TO 448+64.17 "S-1-B"
ROUNDABOUT - 116th STREET & SPRINGMILL ROAD
See Roundabout Spot Elevations for Grading Details
Line "S-1-B"
Line "E"
Line "S-1-B",
Line "S-1-B"
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 10:01:20 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.05.dgn
TYPICAL CROSS SECTIONS 6
CITY OF CARMEL
JSB AJE
KGJ JSB
" = 1’-0"41
N/A
sbalog 10:01:20 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.TY.05.dgn
11-09
124
03/28/2012
2%2%
Profile Grade
O O
K1K1
Profile Grade Profile Grade
2%
2%2%
2%
VariesVaries
*** See Geometric Tie-Up sheet For Details
******
***
2%2%2%2%
*** See Geometric Tie-Up sheet For Details
4’-0"
Lane
Varies
Lane
Varies
Splitter Island
Varies
Lane
Varies
Lane
Varies
4’-0"************
2’-0"2’-0"
15 15
16 16
K1K1
R
14 15 16
14
15
16
2%2%
17
17
Varies
2%2%2’-0"2%2%2’-0"
2’-0"2’-0"
K115
17
18 18
17
K1 15
2’-0"
Lane
16’-0"
Lane
16’-0"
Truck Apron
6’-0"
Truck Apron
6’-0"
Lane
16’-0"
Lane
16’-0"
2’-0"
F2
4%
O1
F2
4%
O1
1’-0"
2’-0"
Lane
Varies
Gore
Varies
Lane
Varies
2’-0"
1’-0"
Subgrade Treatment IC
Subgrade Treatment IC
Subgrade Treatment IC
Subgrade Treatment IC Subgrade Treatment IC
3:1 3:1
Bottom Ditch
4’-0"Varies
Existing Ground
Varies
3:1
Bottom Ditch
4’-0"Varies
Existing Ground
Varies
3:1 3:1
Bottom Ditch
4’-0"Varies
Existing Ground
Varies
3:1
3:1
Bottom Ditch
4’-0"Varies
Existing Ground
Varies
3:1
Curb & Gutter from 452+30.00 "S-1-B" to 454+00.00 "S-1-B"
Note:*
*
Is 12’-0" from 455+08.48 "S-1-B" to 455+35.00 "S-1-B"
Varies from 22’-0" at 452+30.00 "S-1-B" to 12’-0"at 455+08.48 "S-1-B"
Varies from 12’-0" at 444+25.02 "S-1-B" to 22’-0"at 447+00.00 "S-1-B"
Is 12’-0" from 443+70.00 "S-1-B" to 444+25.02 "S-1-B"
Varies from 11’-0" at 452+30.00 "S-1-B" to 0’-0" at 455+35.00 "S-1-B"
Varies from 0’-0" at 443+70.00 "S-1-B" to 11’-0" at 446+80.74 "S-1-B"
Is 13’-0" from 454+69.00 "S-1-B" to 455+35.00 "S-1-B"
Varies from 22’-0" at 452+05.00 "S-1-B" to 13’-0"at 454+69.00 "S-1-B"
Varies from 13’-0" at 443+98.28 "S-1-B" to 22’-0"at 446+80.74 "S-1-B"
Is 13’-0" from 443+70.00 "S-1-B" to 443+98.29 "S-1-B"
Varies from 0’-0" at 452+30.00 "S-1-B" to 1’-0" at 455+35.00 "S-1-B"
0-0" from 443+70.00 "S-1-B" to 446+75.00 "S-1-B"
2’-0"2’-0"
Existing Pavement
Subgrade Treatment IC
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,