1" Dowel Load Transfer Devices (See Typical Sections Top of Raised

b " V-Groove (See
Bars 5B2
1" Dowel Load Transfer
Devices (See Typical Sections
Top of Raised
for details)
Sidewalk
Note 6 & Detail "B")
2" Cover
Bars 4C @ 6" sp. (tie Bars
Sides (Typ.)
1" Dowel Load
Expansion Joint (See
Transfer Devices
"Expansion Joint Detail "
this sheet and Detail "B")
4C to Bars 5A) (Typ.)
4 ~ Bars 5F
(Top of Slab)
Approved metal
(Required only
or fiber cap
when Raised
Sidewalk is
3"
Approach Slab
3s
p.
@
(See Note 10)
6"
Lap Splice
2’
-0" M in.
skewed)
Edge of
Precast Coping
Gutter Line
Bar 5T
"
Bottom of
Raised Sidewalk
" Preformed Expansion
Bars 5L @ 6" sp.
Joint Filler
1’-0"
(tied to alternating
Bars 5T and 5X)
1’-0"
Field cut reinforcing
»¿ Expansion
& Precast or C-I-P Coping
Spacing Bars
EXPANSION JOINT DETAIL
" open joints in Traffic Railing)
Bars 5S
1’-0" sp. (Typ.)
minimum cover (Typ.)
2b "
Bars 5A @ 6" sp.
(tied to Bars 5U1) (Typ.)
6" Spacing (Typ.) (See Note 7)
b " V-Groove Spacing
(Typ.)
Bars 5B1
5T and 5X @
in Precast Coping
5T and 5X
(Raised Sidewalk expansion joints are to coincide
with
as required to maintain
Begin or End Retaining Wall
Coping
Alternating Bars
" Open Joint
2" Cover @
2" Cover @
Open Joints
Expansion Joints
30’-0" Max. (See Note 6)
»¿˘" Expansion Joint Spacing ~ 30’-0" Min., 90’-0" Max. (See Not
»¿ ˘" Open Jo
PARTIAL PLAN VIEW FOR VERTICAL SHAPE TRAFFIC RAILING
»¿˘" Open J
Precast Coping and
(Skewed Approach Slab Shown, Perpendicular Approach Slab Similar)
1.
Expansion Joint in
»
Bars 4C to Bars 5C or provide Bars 4C @ 4" spacing with the 42" Vertical Shape Traffic
Railing.
" Open Joint
in Precast Coping
Top of C-I-P
CONSTRUCTION REQUIREMENTS: Construct the raised sidewalk level transversely and
Raised Sidewalk.
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n
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.Pr
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"Mi
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’
2
1
Traffic Railing
Top of Precast Coping
expansion joints plumb; do not construct the raised sidewalk or C-I-P coping perpendicular
Top of Retaining
6.
Wall Panel (Typ.)
Provide and install Preformed Expansion Joint Filler in accordance with Specification
7.
-3"
2’
Section 932.
Construct b" V-Grooves in raised sidewalk and C-I-P coping plumb and provide at
»¿
30’-0" maximum intervals as shown. Space V-Grooves equally between ˘" Expan
Joints and/or Begin or End Raised Sidewalk. V-Groove locations are to coincide with
2" Cover M in.
Construct ˘" Expansion Joints in raised sidewalk and C-I-P copings plumb and perpendic
or radial to the Gutter Line. Provide at 90’-0" maximum intervals as shown.
Railing
C-I-P Buildup Concrete
Coping
Top of recessed
Transfer Devices in accordance with Specification Section 350.
»¿5.
Varies
Dowel Load Transfer Devices will be ASTM A 36 smooth round bar
and hot-dip galvanized in accordance with Specification Section 962. Install Dowel Load
(
1’
-0" M ax.
)
4.
C-I-P Traffic
Provide Class II concrete for slightly aggressive environments or Class IV for moderately
or extremely aggressive environments.
Precast
to the roadway surface. Slip forming of coping and/or raised sidewalk is not permitted.
3.
Varies
C:
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dgn
»¿to coincide with
APPLICATIONS: This raised sidewalk is only applicable for a TL-4 crash test rating.
For TL-5 crash test rating increase Expansion Joint spacing to 60’-0" minimum and increase
2.
C-I-P Traffic Railing
(Precast Coping Shown, C-I-P Coping Similar) (Traffic Railing not Shown for Clarity)
RAISED SIDEWALK NOTES:
V-Groove locations in the Traffic Railing.
8.
Spacing shown is along the Gutter Line.
9.
For MSE Walls, provide Dowel Bars 4D and extend 8" above the top of retaining wall panel.
Clearance
Varies
rd960rh
Field cut as necessary to maintain 2" minimum cover to the top of the buildup concrete.
See Wall Company Drawings for number and spacing of Dowel Bars 4D.
10. Finish Sidewalks in accordance with Specification Section 522.
Bottom of
Dowels 4D (Typ.)
Precast Coping
(See Note 9)
11. Work this Index with the following:
11:
51:
46 AM
Index No. 422 - Traffic Railing - (42" Vertical Shape)
Index No. 423 - Traffic Railing - (32" Vertical Shape)
12. The following Indexes contain details of the intersection of the retaining wall at approach
slabs:
Index No. 20900 - Approach Slabs (Flexible Pavement Approaches)
Index No. 20910 - Approach Slabs (Rigid Pavement Approaches)
PARTIAL ELEVATION VIEW
Retaining Wall (MSE Wall
shown, other types similar)
CROSS REFERENCE: For Detail "B", see Sheet 2.
(Precast Coping Shown, C-I-P Coping Similar)
* C-I-P End Section
must be = 12’-0".
LAST
REVISION
07/01/12
REVISIO N
6/28/2012
(Precast Coping & Raised Sidewalk Reinforcing not Shown for Clarity)
DESCRIPTION:
FDOT DESIGN STANDARDS
2013
INDEX
WALL COPING WITH TRAFFIC RAILING/RAISED
SIDEWALK
NO.
6120
SHEET
NO.
1
1’-3"
11"
42" Vertical Shape
7’-9"
32" Vertical Shape
5’-11" (C-I-P Raised Sidewalk) (See Note 2)
Top of Precast Coping
1’-10"
(Shown dashed)
(Precast Coping)
C-I-P Traffic
4" Taper
Railing
Transition Bars 5X
9"
1’-1"
32" Vertical Shape
7"
1’-3"
42" Vertical Shape
Bullet Railing (Not required for 42"
Coping
(Alternate with Bars
5T) (See Note 3)
(42" Vertical Shape similar)
Transition
Precast Coping
PARTIAL END VIEW OF TRAFFIC RAILING END
Top of Travel
TRANSITION FOR GUARDRAIL ATTACHMENT
Lane or Shoulder
(Showing Bars 5S, Bars 5T and Bars 5X)
Top of
(Precast Coping Shown, C-I-P Coping Similar)
Precast Coping
Coping
(
6" M ax.
)(
See Note 2)
Curb H eight Varies
Bars 5T
1" Dowel Load
Top of Precast Coping
Transfer Devices
Bars 5T @ 1’-0" sp.
at Expansion Joints
(Alternate with Bars
Bars 5A @ 6" sp.
Bars 4C @ 6" sp.
5X) (See Note 3)
(lap with Bars 4C)
(lap with Bars 5A)
5"
Bars 5S
(See Note 3)
Ft
/
2 Ft
0
:.
e
p
o
Sl
2"
Top of
See Note 4
3’
-6" ~ 42" Vertical Shape
Bars 5X @ 1’-0" sp.
(32" Vertical Shape shown)
Coping
(
C-I-P or Precast Traffic Railing)
Gutter Line
C-I-P or Precast Traffic Railing
2’
-8" ~ 32" Vertical Shape
6" M in.
Bars 5S
Em bed.
Vertical Shape Pedestrian Railing)
UNIT
QUANTITY
CY/LF
0.095
» ¿
Bars 5B2 @
Expansion Joint Filler
1’-0" sp. (Typ.)
Bars 5L @ 1’-0" sp.
2’
-3" Precast Coping
ITEM
b " Preformed
(Typ.)
6"
ESTIMATED QUANTITIES FOR PRECAST COPING
2" Min. Cover
6"
Bars 5B1
3" Cover
Two Layers 30Lb. Roofing Felt
Varies
Optional extension for Precast Coping
» ¿
6"
M in.
1’
-1b "
NOTE: See Index No. 422 and Index No. 423, Railing End Detail for details.
(2" min.)
Dowel Bars 4D
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Concrete (Precast Coping)
(MSE Walls only)
Spacing
Concrete (C-I-P Raised Sidewalk)
CY/LF
6"
C.I.P Buildup Concrete
5 sp. @ 1’-0" = 5’-0"
Spacing
(MSE Walls only)
Bars 5B1
1" Dowels
0.232
Retaining Wall
Spacing
Reinforcing Steel (Precast Coping) excluding
Bars 5T, 5X and 5S (Typ.)
LB/LF
23.90
LB/LF
13.50
LB
32.04
6"
5 sp. @ 1’-0" = 5’-0" (5B2)
8"
2 sp. @ 8"
3"
(Type Varies)
= 1’-4" (5B1)
Bars 5B
1
4"
5
Reinforcing Steel (C-I-P Raised Sidewalk) (Typ.)
»
Additional Reinf. @ Expansion Joints (Dowels)
Smooth or Textured
Face of Wall
The above concrete quantities are based on a Type D
TYPICAL SECTION THRU PRECAST COPING WITH C-I-P RAISED SIDEWALK
Concrete Curb (See Note 2).
AND RETAINING WALL AT EXPANSION JOINTS
b " V-Groove (Typ.)
NOTES:
b" V-Groove (Typ.)
1. Actual width varies depending on type of Retaining Wall used.
rd960rh
2. Match roadway curb shape (Type) and height. See Roadway Plans and Index No. 300. 5’-11" dimension is based
on a 32" Vertical Shape Traffic Railing with a Type D curb adjacent to a 6’-0" wide sidewalk. Adjust this
»¿˘" Preformed Expans
»¿˘" Preformed Expans
Joint Filler
Joint Filler
dimension as required for other curb types or transitions at Begin or End Retaining Wall.
3. See Index No. 422 and Index No. 423 for Bars 5S, 5T & 5X and Bullet Railing details. Adjust vertical dimension
11:
51:
50 AM
of Bars 5T and 5X, see Reinforcing Steel Note 5.
4. Trim end of Bars 5T and 5X to clear construction joint for 42" Vertical Shape Traffic Railing.
5. At the Contractor’s option, mechanical couplers may be used to splice reinforcing. Complete details, including
reinforcement lengths are required in the Shop Drawings. Mechanical couplers shall develop 125% of the bar
PRECAST COPING
yield strength.
C-I-P COPING
6. Contractor to maintain stability of precast coping prior to junction slab completion.
6/28/2012
DETAIL "B"
LAST
REVISION
07/01/12
REVISIO N
(Showing Locations of b " V-Grooves and
" Preformed Expansion Joint Filler)
DESCRIPTION:
FDOT DESIGN STANDARDS
2013
INDEX
WALL COPING WITH TRAFFIC RAILING/RAISED
SIDEWALK
NO.
6120
SHEET
NO.
2
REINFORCING STEEL BENDING DIAGRAMS - RAISED SIDEWALK
7’-9"
BILL OF REINFORCING STEEL
LENGTH
5B1
Bullet Railing
Precast Traffic Railing/Coping ~ 11’-6"
5B2
Gutter Line
Length as Required
Bars 5X @ 1’-0" sp.
C-I-P Traffic Railing
5
9’-6"/11’-6"
B2
5
AS REQD.
C
4
5’-5"
4C
5F
F
5
5’-0"
5’-0"
AS REQD.
N/A
BARS 5B1, 5B2, 4C & 5F
5’-0"
2’-0"
L
5
4’-5"
4’-5"
Smooth
Steel Bar
2’-0"
2’-0"
Top of
C-I-P
Coping
1’
-1b "
1" DOWEL
Precast Coping ~ 3’-11"
(See Note 6)
Coping
Top of C-I-P Coping
(Const. Joint Required)
Bars 5T @ 1’-0" sp.
(Alternate with Bars
5X) (See Note 2)
Bars 5A @ 6" sp.
Top of Travel
5"
Lane or Shoulder
Bars 5S
Bars 5B2 @ 1’-0" sp. (Typ.)
2"
(See Note 2)
Ft
/
2 Ft
0
:.
e
p
o
Sl
Top of
Coping
2" Cover
6"
1" Dowel
5T) (See Note 2)
(42" Vertical Shape similar)
(See Note 7)
N/A
(Alternate with Bars
(32" Vertical Shape shown)
Precast Coping Option ~ 5’-5"
3’-9"
(Top & Sides)
6"
B1
9’-1"
(
6" M ax.
)(
See Note 1)
5’-9"
Curb H eight Varies
5
(
M in.
)
A
3" Cover
C-I-P Coping ~ 7’-3"
Transfer Devices at
b " Preformed
BAR 5L
» ¿
Expanded Polystyrene (b" Side)
Joint Filler
6"
Spacing
BAR 5A
Two Layers 30Lb. Roofing Felt
Expansion Joints (Typ.)
Expansion
8"
1’
-10"
90
6"
Bars 5L @ 1’-0" sp.
1" Dowel Load
5 sp. @ 1’-0" = 5’-0"
Spacing
1" Dowels
Bars 5B2
REINFORCING STEEL NOTES:
Varies
(Type Varies)
6"
1. All bar dimensions in the bending diagrams are out to out.
Spacing
2. All reinforcing steel at expansion joints will have a 2" minimum cover.
Bars 5B2
7 sp. @ 1’-0" = 7’-0"
3"
6"
3. Lap splices for Bars 5B will be a minimum of 2’-0".
4. Lap splice Bars 5A with Bars 4C. Lap splices will be a minimum of 2’-0".
»¿(1’-1˘" Max., 2" M
Smooth or Textured
Face of Wall
TYPICAL SECTION THRU C-I-P COPING AND RAISED SIDEWALK
5. See Index No. 422 and Index No. 423 for Bars 5S, 5T and 5X. Adjust vertical
AND RETAINING WALL AT EXPANSION JOINTS
dimensions of Stirrup Bars 5T and 5X to 3’-0" for 32" Vertical Shape or 3’-10"
Construction Joint Permitted
for 42" Vertical Shape.
Optional Keyway
6. Dimension shown is for lap splice option. For mechanical coupler option, this dimension
is 1’-8".
Buildup for
7. Dimension shown is for lap splice option. For mechanical coupler option, this dimension
stepped MSE
is 5’-8", and reinforcing size must be increased to #5 bars (Bars 5C).
2"
6"
Welded Wire Reinforcement will conform to ASTM A 497.
45
M in.
Wall Panels
8. The Contractor may use Welded Wire Reinforcement when approved by the Engineer.
M ax.
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dgn
Retaining Wall
(0" min.,
»¿11˘" m
Coping
Expanded
Polystyrene (b")
ESTIMATED QUANTITIES FOR C-I-P COPING
6"
BUILDUP FOR STEPPED MSE WALL PANELS
rd960rh
ITEM
Concrete
UNIT
QUANTITY
CY/LF
0.326
AND C-I-P COPING
NOTES:
11:
51:
52 AM
1. Match roadway curb shape (Type) and height. See Roadway Plans and Index No. 300. 6’-8" dimension is based
Reinforcing Steel (Typical) excluding
Bars 5T, 5X and 5S (Typ.)
35.03
as required for other curb types or transitions at Begin or End Retaining Wall.
2. See Index No. 422 and Index No. 423 for Bars 5S, 5T & 5X and Bullet Railing details. Adjust vertical dimension of
Additional Reinf. @ Expansion Joints
(Dowels)
LB
Bars 5T and 5X, see Reinforcing Steel Note 5.
32.04
The above concrete quantities are based on a Type D
Concrete Curb on a level Retaining Wall (See Note 1).
LAST
REVISION
07/01/12
REVISIO N
6/28/2012
on a 32" Vertical Shape Traffic Railing with a Type D curb adjacent to a 6’-0" wide sidewalk. Adjust this dimension
LB/LF
DESCRIPTION:
FDOT DESIGN STANDARDS
2013
INDEX
WALL COPING WITH TRAFFIC RAILING/RAISED
SIDEWALK
NO.
6120
SHEET
NO.
3
(
C-I-P Traffic Railing)
COPING/ COPING
RAILING
42" Vertical Shape
Precast Coping ~ 9’-6"
3’
-6" ~ 42" Vertical Shape
C-I-P
2’
-8" ~ 32" Vertical Shape
PRECAST
32" Vertical Shape
1’-3"
2’
-3" C-I-P Coping
SIZE
1’-1"
6’-6"
» ¿
MARK
6’-8"