HomeMy WebLinkAboutCity of Carmel #11-09 Road Plans 8Notes:
CABLE INTERDUCT DETAIL
BARRIER CURB AT TRUCK APRON
UNDERDRAIN DETAIL
MISCELLANEOUS DETAILS
AS NOTED
PLAN
ELEVATION
SPLITTER ISLAND END TREATMENT DETAIL
CONCRETE ROLL CURB
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 10:01:21 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.MD.01.dgn
8
CITY OF CARMEL
JSB AJE
KGJ JSB
sbalog 10:01:21 PM3/28/2012 P:\2009\01768\D. Drawings\2009.01768.RD.MD.01.dgn
N/A
11-09
124
03/28/2012
directly over pipe, 18 in. below final grade.
"Caution Buried Fiber Optic." Tape shall be placed
have a minimum thickness of 4 mm. The tape shall read
The Polyethylene Identification Tape shall be metallic and
with 4 contrasting colors.
interior of each interduct shall be specifically delineated
4" dia. Interduct Conduit shall be PVC Schedule 40. The
C
o
v e r
3 ’-
0 "
Concrete
Class "A"
2" Radius
1" Radius
1" Radius
2" Radius
Concrete
Class "A"
Scale: 1"=1’-0
3" Top Soil
Compacted Backfill
Compacted Backfill
3" Top Soil
6"18"
24"
24"
6"18"
Barrier, Per INDOT E 605-CCSJ-01
Class A Modified Concrete Curb,
Compacted Subgrade, Typ.
Topsoil
Turf/Planting Area
Concrete Truck Apron
to exposed concrete, Typ.
Provide light broom finish
Provide radius on exposed face, Typ.
9"
1 ’-8
"
M i n
.
6
"6 "
6"
joints with every third (3rd) joint on truck apron
Provide tooled control joint for every 6’ - Align control
Note:
Compacted Aggregate Base, No. 53
Scale: 1"=1’-0
Aggregate For Underdrains
Geotextiles For Underdrains
Concrete Curb & Gutter, Type II
6" Pipe, Type 4
18" (Min.)
14"
6"6"
Scale: 1"=1’-0
4"Scale: 1"=1’-0
#10 Gauge Copper Tracing Wire
Directly Over Conduit
Polyethylene Identification Tape
" = 1’-021Scale:
1 ’-
6
" M i n .
back of curb
where landscape/planting area meets
" from top of curb21Hold topsoil down
6
"
"21 7
"21
1 3 "43
6
"43
0
6 "
"
21 7
"21
1 3
"8
7 7
" /Ft.41Slope 6"
6’-0" (12:1 Taper)
"=1’-021Scale:
6’-0" (12:1 Taper)
1 ’-
6 "
6
"
1 ’-6
"
6 "
2 ’-
0 "
2 ’-0 "
6"Concrete Curb & Gutter Type III
Pavement
Concrete Curb & Gutter Type III
Standard Dwg E 808-MKRM-11
RPM Type 2 (Yellow) Per Indot
Concrete Curb & Gutter Type III
"21
1 3
for any conduit under pavement
#8 Stone shall be utilized as backfill
21
1 3
2"R
Handholes for review and approval.
Contractor shall submit shop drawings of Interduct and
within teh handhole for locating purposes.
of coiled wire in the handhole for each direction and spliced
wire shall extend into the handholes with a minimum of 5 ft.
Field Engineer, but no greater than 400 ft. apart. Locating
Handholes shall be placed at locations designated by the
directly to the outside of the Open Conduit every 10 ft.
10 guage insulated, solid copper wire shall be attached
6
3
/4
"
18" Radius3" Top Soil
Compacted Backfill
Concrete
Class "A"
Scale: 1"=1’-0
24"
"
21
7
"21
1 3
No.
STATE OFANAIDNI
DERETSIGER
R E E
NIGNE LANOI
S
S
EFO
R
P
10505104
GOLA
B LEUMAS .J