of FDOT 2014 DESIGN STANDARDS

Bars G2 (evenly spaced)
W
Backfill
A
Bars F
4" Min.
Bars A (F.S.)
Front Face
of Wall
Bars A (paired with Bars J)
Wall Cover
(Typ.)
H eight
H eight
1
Bars F (N.S.)
Bars G2 (evenly
spaced)
Slope
NOTE:
Bkwall
See Plans for Retaining Wall Data
Bars J & K
Bars K (F.S.)
D
soil
(1’-0" Min.)
Const. Jt.
L
Bars H
toe
Footing Cover (Typ.)
Bars J (F.S.)
D
D
Bars M (N.S.)
C:
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*D
key
*D
key
A
Bars Z (N.S.)
Bars H
Bars G1
Bars G1
(Showing Near Side)
Bars Z
(Showing Far Side)
L
toe
Footing Cover (bottom only)
*L
key
Bars M (paired with Bars F)
L
foot
VIEW A-A
(Shear key shown dashed)
* Shear Key is required only when
specified in the Plans.
TYPICAL SECTION
NOTES
DESIGN SPECIFICATIONS:
REINFORCING STEEL BENDING DIAGRAMS
Design according to FDOT Structures Manual (current edition).
TRAFFIC RAILINGS OR PARAPETS:
Total Length
If there is a Traffic Railing or Parapet on the wall, align Wall Joints with V-Grooves, and Wall Expansion Joints
with Barrier Open Joints.
1’-0" Lap Splice (Typ.)
FOUNDATION: Prepare the soil below the footing in accordance with the requirements for spread footings in Specification
Section 455.
BARS G1
PAYMENT:
All Retaining Wall costs, including all miscellaneous costs, shall be paid for at the unit contract price for
either Class II, III or IV Concrete (Retaining Walls) (CY) and Reinforcing Steel (Retaining Walls) (lbs.).
A
1
Retaining Wall quantities shall not include concrete nor reinforcing steel for Traffic Railing, Parapet or Junction Slab.
sm 970re
Slope
A
Bkwall
6:
56:
50 PM
90
B
B
BARS J & K
BARS M
NOTE:
LAST
REVISION
01/01/11
REVISIO N
6/24/2013
All bar dimensions are out-to-out
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
C-I-P CANTILEVER RETAINING WALL
SHEET
NO.
NO.
6010
1of 2
**Wall joint spacing 25 ft. maximum and
5’ minimum. At minimum, every fourth
Wall Joint
wall joint to be an expansion joint.
**Wall Joint Spacing
»¿˘" V-Groove across top and
See Plans for actual wall joint spacing
(required at footing step)
front face of wall at joint (Typ.).
and expansion joint location.
Extend V-Groove down back of wall
to 6" min. below ground.
Const. Joint permitted
Top of Footing
(keyway not required)
A
»
A
Vstep
1’-0"
D
Ground Line
D
45 (Typ.)
(
2’
-0" M ax.
)
(see ’V-Groove Detail’)
V-GROOVE DETAIL
Optional Shear Key
Bars R
Top of Footing
(paired with
Level (Typ.)
Bars G1)
DETAIL A
3" PVC Drain Pipe at
10 ft. max. spacing (Typ.)
See ’Detail A’
At Contractor’s option,
See ’Typical Backfill Detail’
Suface Treatments may
terminate 6" below ground line
Traffic Railing (Index No. 420,
»¿ Wall
Front Face
of Wall
1 b"
Junction Slab (See
Index Series 6100)
Bars D @ 1’-0"
Front Face
CIP Wall
Front Face
of Wall
»
H
(Max. spacing)
M
n
i
Varies
.
STEM OFFSET VALUES
SECTION A-A
Slope backfill layers transversely
for 32" Vertical Shape Traffic Railing, see Index No. 423;
and longitudinally as necessary
for 42" Vertical Shape Traffic Railing, see Index No. 422)
b" Preformed Joint Filler
(Max. spacing)
4"
»
*3b "
3" PVC Drain Pipe. Slope down
»¿
»
»
Varies
b" from back to front of wall
and extend b" beyond both
front face and back face of wall.
Plastic sleeve
9"
1" Cl.
Limits of Excavation
Attach Type D-5 (of Index No. 199) Geotextile fabric,
1’-0" wide and full height of fill, to the back of wall
SECTION A-A
RD960DM
TYPICAL CORNER JOINT DETAIL
Bars D @ 1’-0"
during backfilling.
drainage requirement
(field bend)
»¿ Wall
to drain and prevent ponding
See Roadway Plans for
Bars D
1 b"
» ¿
of Wall
(for 32" F-Shape Traffic Railing (as shown), see Index No. 420;
Front Face of Wall
9"
Front Face
(32" F-Shape Shown, other Traffic Railings similar)
»¿
WALL JOINT DETAIL
( for H < 20 Ft.)
TRAFFIC RAILING/JUNCTION SLAB DETAIL
»¿
s
ie
r
a
V
H eight Varies
Stem Offset (in.) = H(Ft.)/16
*3b "
»
of Wall
"
4
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(see ’V-Groove Detail’)
4"
Top of
Stem as constructed
Vertical Line
»¿˘" V-Groove (T
» ¿
Top of Coping
4"
Stem Offset
Varies
FRONT ELEVATION
for Traffic Railing type)
9
"
32" F-Shape shown, see Plans
with an adhesive approved by the Engineer.
EXPANSION JOINT DETAIL
Final Groundline.
broken stone or gravel, graded and placed
shall be covered with 1.0
to allow free drainage. Place Type D-3 (of
square foot of galvanized
Index No. 199) geotextile fabric, around
»¿mesh with ˘" open
the perimeter to prevent fill from washing out.
* Key to stop at top of footing and 6" from top of wall. Joint
across footing and top of wall to be a straight line.
TYPICAL BACKFILL DETAIL
LAST
REVISION
01/01/11
REVISIO N
7/1/2013
9:
27:
11 AM
Drain shall be continuous 1.5’ x 1.5’ clean,
Inside ends of weep holes
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
C-I-P CANTILEVER RETAINING WALL
SHEET
NO.
NO.
6010
2 of 2
S
lo
p
e
V
a
a
x
r
.
1 ie
:1 s
8"
(Typ.)
HEIGHT
Varies
6"
3" Cl.
H eight (
5’
-0" M ax.
)
3
& DRAIN
Concrete for Scheme 3 Junction Slab and Traffic Railing shall
REQD.
be Class II per Section 346, unless otherwise specified in
the plans.
0.08
0.11 (0.20*)
0.03
3 (4*)
No
2’
0.14
0.20 (0.32*)
0.09
4 (5*)
No
3’
0.22
0.32 (0.47*)
0.29
5 (6*)
Yes
4’
0.32
0.47 (0.65*)
0.43
6 (7*)
Yes
5’
0.43
0.65 (0.85*)
0.60
7 (8*)
Yes
3. Reinforcing steel shall meet the requirements of Specification
spacings shown. Smooth or Deformed Welded Wire Reinforcement
(WWR) may be substituted on an equal area basis. Do not increase
(Typ.)
4. When required, for adjunct guiderail see the plans,
Index No. 870 or 880 as appropriate. For adjunct Type B
12
fence see Index No. 802.
5. Joint seal to be two layers of 30# smooth roofing paper
ESTIMATED QUANTITIES NOTES:
6"
)
p.
Ty
(
or Type D-5 geotextile fabric in accordance with Index
No. 199. Mop all contact surfaces of concrete and roofing
For Scheme 3 Junction Slab and Traffic Railing see the
paper or geotextile fabric with cut-back asphalt. Stop
referenced Design Standards for estimated quantities.
Bars A &
roofing paper or geotextile fabric 6" below top of wall).
B @ 1’-6"
6. Provide a continuous 1’x1’ clean gravel or crushed rock
* Quantity for 2’-0" Toe Depth in Scheme 2.
Ctrs. (Max.)
drain for wall heights 3 ft. and higher. Wrap drainage layer
Weep
as shown, with Type D-3 geotextile fabric in accordance
Hole
Depth)
with Index No. 199. Provide 8"x8" galvanized mesh with
(
Toe
4b"
of 30# Smooth
(LB.)
bar/wire spacing for Grade 60 reinforcing steel or WWR.
Ground
1" Cl.
Varies
One layer
General Note 5)
1’
-0"
»
(
Joint Seal, see
» ¿
9"
»¿
»
STEEL
2. Concrete for Gravity Wall shall be Class NS per Section 347.
Section 931 (Grade 40 or 60) and be provided at the max.
Bar A
Bar B
2
SCHEME
as the reinforced concrete retaining wall.
HOLES
1’
Varies
3" Cl.
SCHEME
1
4b"
Keyway
General Note 5)
1’
-0"
(
Joint Seal, see
3" Cl.
(
Typ.
)
9"
M ax.
1’
-6" sp.
Bars B @
8"
SCHEME
Joint Seal
Surface
M ax.
(
30’M ax.
, 5’M in.
)
Bars A (Typ.)
WEEP
REINF.
(FT.)
(Typ.)
W all Joints equally spaced
CLASS NS CONCRETE (CY)
concrete retaining walls, except walls of proprietary
designs, shall have the same face texture and finish
PER LINEAR FOOT OF WALL
3"
»¿˘" Cha
»¿ ˘" V-
ESTIMATED QUANTITIES FOR WALL
M
Bars B
GENERAL NOTES
1. Gravity walls constructed as extensions of reinforced
»¿
Drainage Layer
spacing (When Drainage Layer required). Locate minimum
(See Note 6)
2’-0" clear of wall joints.
or gray preformed
6" Cl. (– 2"
Prepare Foundation Per
plastic bond
Tolerance)
Spec. 455 (Spread Footings)
Cost of reinforcing steel, face texture, finish, joint seal,
drain pipes, drainage layer, galvanized mesh and geotextile
fabric to be included in the Contract Unit Price for Concrete
breaker (Typ.)
Class NS, Gravity Wall. Cost of concrete for Junction Slab in
Scheme 3, to be included in Contract Unit Price for Concrete
KEYWAY & WALL JOINT DETAIL
TYPICAL SECTION
(TOP VIEW)
Traffic Railing Barrier With Junction Slab. Adjunct railings or
fences to be paid for separately.
BILL OF REINFORCING STEEL
Edge of paved shoulder
1:1b < Slopes = 1:1
1:6 < Slopes = 1:1b
Edge of paved shoulder
Slopes = 1:6
SIZE
LENGTH
A
4
As Reqd.
B
4
As Reqd.
Traffic Railing (Index No. 420,
32" F-Shape shown, see Plans
3’-6" = Offset < 7’-3"
BAR BENDING DIAGRAM
3’-6" = Offset < 6’-6"
7’-3" Min. offset
3b"
Scheme 3
Scheme 1 & 2
Live Load Limit
6’-6" Min. offset
See General
Soil Reinforcement
Note 4
when required
Junction Slab (See
(See Plans)
Index Series 6100)
See General
Wall Joint spacing - 4"
(29’-8" Max.)
Note 4
with wall heights > 3’,
then 2’-0" Min.)
1’-0" For Slopes = 1:1b
2’-0" For Slopes > 1:1b
5
12
H eight
to Max. 1:1
1’-0" Min. to SHW
for Wall Height = 2’-0"
(
5’M ax.
)
Slopes up
to Max. 1:1
H eight
steeper than 1:2
Slopes up
(
5’M ax.
)
(Except for slopes
H eight
1’-0" Min. to SHW
(
5’M ax.
)
BAR A
9
12
2’-0" Min. to SHW
9
for Wall Height > 2’-0"
1’-0" Min.
H eight + Toe Depth - 9"
Live Load Limit
H eight + Toe Depth - 2’
-0"
Slopes = 1:6
or face of curb
for Traffic Railing type)
or face of curb
1:6 < Slopes = 1:1b
3’-6" Min. Offset
MARK
.
R
RD960DM
7.
"
1
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Roofing Paper
9:
27:
13 AM
˘" openings, at the inside end of the PVC Drain P
Provide 2" PVC Drain Pipe (Sch. 40) at 10 ft. max.
And PVC Drain
12
NOTES:
to SHW
1. All bar dimensions are
BAR B
out to out.
LAST
REVISION
07/01/13
REVISIO N
7/1/2013
1’-0"
1’-0" For Wall Height = 2’-0"
SCHEME 1
SCHEME 2
(No Traffic Loading Effects)
(With Traffic Loading or Slopes > 1:1b)
2’-0" For Wall Height > 2’-0"
SCHEME 3
must be a minimum of 1’-6".
(With Traffic Railing)
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
2. Lap splices for Bars A
C-I-P GRAVITY WALL
SHEET
NO.
NO.
6011
1of 1
C-I-P Traffic Railing
NOTES
SPECIFICATIONS:
1. General Specifications:
The Florida Department of Transportation "Standard Specifications for Road
and Bridge Construction", Current Edition and Supplements as Amended.
2. Design Specifications:
9.
For concrete facing panel surface treatment, see Wall Control Drawings.
Extend surface treatment a minimum of 6" below final ground line.
10. Drive piles located within the soil volume prior to construction of the
retaining wall, unless a method to protect the structure, acceptable to both
Current Edition.
portion of piles or drilled shafts extensions within the soil volume will be
b. American Association of State Highway and Transportation Officials (AASHTO)
wrapped with polyethylene sheeting in accordance with Specification
"Insitu Soil Improvement Techniques", January 1990.
DESIGN CRITERIA:
1. Design is based on the assumption that the material contained within the
reinforced soil volume, methods of construction and quality of prefabricated
materials are in accordance with Specification Section 548 and Chapter 3
of the FDOT Structures Design Guidelines.
2. It is the responsibility of the Engineer of Record to determine that the
Concrete Coping
Section 459.
Soil Reinforcement (Typ.)
11. A structural extension of the connection of the retaining wall panel to soil
reinforcement will be used whenever necessary to avoid cutting or excessive
skewing (greater than 15) of the soil reinforcement around obstructions
Surface treatment when
(i.e., piles, pipes, manholes, drop inlets, etc.).
required (See Construction
12. Steps in leveling pads will occur at MSE Wall panel interfaces. Panels will not
Soil Volume
13. The top of the leveling pad or footing will be 2’-0" minimum below final
14. Top of leveling pad elevations shown in the Wall Control Drawings are maximum
elevations. The constructed leveling pad elevations may be deeper based on
the panel layout shown in the shop drawings.
of the Engineer of Record.
1’-0" Min.
4’-0" Min.
ground line.
the factored bearing resistance of the foundation for that specific wall location.
stability design, including foundation and slope stability, is the responsibility
Limits of
Note 9)
cantilever more than 2" past the end of the upper tier leveling pad.
maximum factored bearing pressure shown for the wall does not exceed
3. The Wall Company is responsible for internal stability of the wall. External
Roadway Pavement
6100)
the Engineer and Wall Company, is proposed and approved in writing. The
c. AASHTO-AGC-ARTBA Task Force 27 (Ground Modification Techniques),
Shoulder or
(See Index Series
Coping Elevation
a. Florida Department of Transportation (FDOT) "Structures Design Guidelines",
"LRFD Bridge Design Specifications", Current Edition.
C-I-P Junction Slab
Top of
Proposed Final
Ground Line
15. The height of panels in the bottom course of MSE Walls must not be less
than half the height of a standard panel.
16. Work this Index with Index 6100 & 6200 Series.
Top of
4. If there are manholes and/ or drop inlets present, design and analysis for both
internal and external stability shall be considered.
Leveling Pad
SHOP DRAWING REQUIREMENTS:
2’-0" Min.
Elevation
See Specification Section 548 for shop drawing requirements.
Interior Face of
SOIL PARAMETERS:
Concrete Leveling Pad
Concrete Facing Panels
1. See Wall Control Drawings for soil characteristics of foundation material to be
used in the design of the wall system.
TYPICAL MSE RETAINING WALL SECTION
WITH A TRAFFIC RAILING
on the actual soil characteristics utilized at the site.
(Showing Limits of the Reinforced Soil Volume)
MATERIALS:
1. Concrete Class: See Wall Control Drawings.
2. See Specification Section 548 for material requirements.
3. For additional material requirements see the Wall Company’s General Notes.
10’-0" min. C.I.P. Coping
12’-0" min. Precast Coping/Traffic Railing
CONSTRUCTION:
1. Walls will be constructed in accordance with Specification Section 548 and
the Wall Company’s instructions.
12"
2’-0"
2. For location and alignment of retaining walls, see Wall Control Drawings.
Coping
3. If present, consider in design and analysis and locate manholes and drop
Transition
6"
Top of Coping
inlets as shown on wall elevations.
FDOT MSE RETAINING WALL CLASSIFICATION TABLE
6. It is the Contractor’s responsibility to determine the location of any
Applicable
Concrete
FDOT Wall
Type *
Other Allowable FDOT Wall Types
Concrete
Pozzolan
Soil
Cover
Class
Additions?
Reinforcement
(in.)
for Panels
**
Type
2A
2B
2C
2D
2E
2F
guardrail posts behind retaining wall panels. Prior to placement of the top
layer of soil reinforcement, individual reinforcing strips/mesh may be
Type 2A
3"
skewed (15 maximum) to avoid the post locations if authorized by
b" Preformed
the Engineer. No cutting of soil reinforcement is allowed unless shown
Joint Filler
RD960DM
II
No
Metal
Type 2B
2
IV
No
Metal
3
IV
No
Metal
Yes
Metal
Provide Supplemental
Type 2C
the soil reinforcement due to installation of the guardrail will be repaired
#4 Bar with 3" concrete
Type 2D
3
IV
by the Contractor at the Contractor’s expense. Repair method will be
cover
Type 2E
3
IV
No
Plastic
Type 2F
3
IV
Yes
Plastic
If existing or future structures, pipes, foundations or guardrail posts
within the reinforced soil volume interfere with the normal placement of
soil reinforcement and specific directions have not been provided on the
ELEVATION VIEW OF
* See Data Table in Contract Plans.
COPING HEIGHT TRANSITION
plans, the Contractor will notify the Engineer to determine what course
of action shall be taken.
8.
2
on Shop Drawings and approved by the Engineer. Any damage done to
approved by the Engineer.
7.
9:
27:
18 AM
Durability Requirements
Coping
needed during construction.
2’
-3"
5. The Contractor is responsible for controlling water during storm events as
Coping
and anticipated long term and differential settlements.
2’
-0"
strip/mesh length, factored bearing resistance’s, minimum wall embedment
Precast
4. Refer to Wall Control Drawings of individual walls for minimum reinforcement
C.
I.
P.
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2. The Contractor will provide soil design parameters for backfill material based
(Railing Not Shown For Clarity)
** Silica fume, metakaolin or ultrafine fly ash.
The Contractor is responsible for gradually displacing upper layer(s) of
soil reinforcement downward (15 maximum from horizontal) to avoid
cutting soil reinforcement and conflicts with paving and subgrade preparation.
The Contractor’s attention is directed especially to situations where roadway
7/1/2013
superelevation and/or soil mixing are anticipated.
LAST
REVISION
07/01/13
REVISIO N
GENERAL NOTES AND DETAILS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
PERMANENT MSE RETAINING WALL SYSTEMS
SHEET
NO.
NO.
6020
1of 1
NOTES
SPECIFICATIONS:
1. General Specifications:
The Florida Department of Transportation "Standard Specifications for
Road and Bridge Construction", Current Edition and Supplements as
Amended.
Secondary Reinforcement
2. Design Specifications:
Top of Wall
a. Florida Department of Transportation (FDOT) "Structures Design
as required
Guidelines", Current Edition.
b. American Association of State Highway and Transportation Officials
(AASHTO) "LRFD Bridge Design Specifications", Current Edition.
Primary Reinforcement
c. AASHTO-AGC-ARTBA Task Force 27 (Ground Modification Techniques),
"Insitu Soil Improvement Techniques", January 1990.
Reinforced
Fill
DESIGN CRITERIA:
1. Design is based on the assumption that the material contained within the
reinforced soil volume, methods of construction and quality of prefabricated
Geotextile Wrap
materials are in accordance with Specification Section 548 and FDOT
Structures Design Guidelines Section 3.13.2.
Wire Facing
2. It is the responsibility of the Engineer to determine that the factored
Limits of
or Basket
Soil Volume
bearing pressure shown for the wall does not exceed the factored
bearing resistance of the foundation for that specific wall location.
3. The Wall Company is responsible for internal stability of the wall. External
stability design, including foundation and slope stability, is the responsibility
of the Engineer.
4"-0" Min.
4. If present, consider in design and analysis and locate manholes and drop
inlets as shown on wall elevations.
1"-0" Min.
Foundation Soil
SOIL PARAMETERS:
1. See wall control drawings for soil characteristics of foundation material
Soil Reinforcement Length
to be used in the design of the wall system. The Contractor must provide
C:
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soil design parameters for backfill material based on the actual soil
characteristics utilized at the site.
Provide the values of unit weight,
TYPICAL RETAINING WALL SECTION
cohesion and internal friction angle in the Shop Drawings.
(Showing Limits of the Reinforced Soil Volume)
MATERIALS:
1.
Provide soil reinforcement in accordance with Specification Section 548.
2.
For additional material notes, see Wall Company General Notes.
CONSTRUCTION:
1.
Walls must be constructed in accordance with Specification Section 548 and
the Wall Company’s instructions.
2.
For location and alignment of retaining walls, see Wall Control Drawings.
3.
Refer to Plan and Elevation sheets of individual walls for minimum
Varies (See Index No. 414
2’-0" Min.
and Wall Control Drawings)
reinforcement strip/mesh length, factored bearing resistance’s, minimum
wall embedment and anticipated long term and differential settlements.
4.
Type K Temporary
If existing or future structures, pipes, foundations or guardrail posts within
Traffic Railing
the reinforced soil volume interfere with the normal placement of soil
Dropoff
reinforcement and specific directions have not been provided on the
(See Index No. 414
for Details)
plans, the Contractor must notify the Engineer to determine what course
of action should be taken.
5.
The Contractor is responsible for gradually deflecting upper layer(s) of
soil reinforcement downward (15 maximum from horizontal) to avoid
cutting soil reinforcement and conflicts with paving and subgrade
45
preparation. The Contractor’s attention is directed especially to
situations where roadway superelevation and/or soil mixing are
Front Face of
anticipated.
Temporary
3:
52:
10 PM
sm 970re
Retaining Wall
TEMPORARY TRAFFIC RAILING
6/24/2013
PLACEMENT DETAIL
LAST
REVISION
01/01/11
REVISIO N
GENERAL NOTES AND DETAILS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
TEMPORARY MSE RETAINING WALL SYSTEMS
SHEET
NO.
NO.
6030
1of 1
Bulkhead Cap
SHEET PILE DESIGN CRITERIA AND NOTES
(See Bulkhead Plans
for actual Cap outline)
DESCRIPTION:
This Design Standard includes details for five types of piles with two thicknesses.
Types "B1", "B2", "C1" and "C2" piles (corner piles) are of reinforced concrete construction, and Type "A" is of
Compacted Fill
the requirements of the contract documents.
(
M in.
)
1’
-0"
prestressed concrete construction. The piles shall be manufactured, cured and installed in accordance with
MATERIALS: (for materials not listed refer to the Specifications)
CONCRETE
Class:
V (Special) for slightly and moderately aggressive environments
V (Special w/ Silica Fume) for extremely aggressive environment
Plastic Filter Fabric
(Continuous)
Sheet pile
Unit weight:
150 pcf
Modulus of Elasticity:
Based on the use of Florida limerock concrete
REINFORCING STEEL
ASTM A615 Grade 60
PRESTRESSING STEEL
ASTM A416 Grade 270 (Low-Relaxation Strand)
Existing Ground
(Mud Line)
CROSS REFERENCES:
DESIGN PARAMETERS:
For Dimensions L and X see Sheet
Type "A"
1’
-8"
Pile Wall Data Table in Structures Plans.
Concrete Compressive Strength at release of prestressing:
4000 psi minimum
Uniform compression after prestressing losses:
1000 psi minimum
Pick-up, Storage and Transportation:
0.0 psi tension with 1.5 times pile self weight
Types "B1", "B2", "C1" & "C2"
Bottom of Dim. X
Pick-up, Storage and Transportation:
Minimum compressive strength f’ci = 4000 psi required.
and Filter Fabric
ENVIRONMENT:
The pile designs are applicable to all Environments.
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SECTION THRU BULKHEAD
PLASTIC FILTER FABRIC:
(Showing Plastic Filter Fabric)
The plastic filter fabric shall extend to the bottom of the "X" dimension.
PILE PICK-UP AND HANDLING:
Type "A"
Grout (Typ.) (See Specifications)
~
Pick-up of pile may be either a single point pick-up or a two point pick-up as shown below.
Types "B1", "B2", "C1" & "C2"
2’-6"
Two point pick-up for lifting out of forms & two point support for storage & transportation.
Type "A" (Typ.)
Single point pick-up for installation only.
PILE FIT-UP:
~
90
The 2’-6" Sheet Pile dimension is nominal. This dimension may be shortened by the Manufacturer up to b" to
allow for Sheet Pile fit-up in its final position. Minimum Sheet Pile width is 2’-5b". No changes shall be made
to the tongues or grooves.
Type "A"
Type "A"
Type "C1"
Type "A"
Starter Pile
Type "B1" or "B2"
Plastic Filter Fabric
or "C2"
DETAIL "A"
(Cap and Anchoring System Not Shown)
(Section Taken Above Dimension X)
NOTE: Detail "A" shows a Part-Plan View of an assumed bulkhead.
See Bulkhead plans for actual Plan View.
1’-3"
»¿ Pile and
Starter Pile
Single Point
sm 970re
2 Point Pick-up, Tie Down and Support Points
Pick-up
1’-3"
T
1
y
C
o pi ’-3
r
"
n ca
e
l
r
f
o
P
il r
e
s
3:
52:
12 PM
0.21 L
DETAIL "A"
0.21 L
L
PILE STORAGE AND TRANSPORTATION SUPPORT DETAILS
(Section Taken Below Dimension X)
6/24/2013
0.58 L
Type "C2" Shown,
Type "B2" Shown,
Type "C1" Opposite Hand
Type "B1" Opposite Hand
LAST
REVISION
07/01/12
REVISIO N
NOTES AND DETAILS
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
PRECAST CONCRETE SHEET PILE WALL
SHEET
NO.
NO.
6040
1of 4
BAR BENDING DIAGRAMS
L
4" (Typ.)
11"
X
(Typ.)
Slope only on the tongue side
10"
S2
Bar S5
Bar S4
45
S1
"
Bars
"
0
’1
Bars
S3
A
Varies
S2
A
Pick-up Strand(S)
1’
-0
11"
(
Typ.
)
S1
B
Strands
1’
-3"
2 ~ Bars A
DIMENSION A
(Typ.)
Prestressed
(
M in. Lap)
A
BAR A
4b "
2’-2"
S4
1’-6
S5
1’-10
"
"
S6
11"
S7
1’-7 "
B
T=10 in.
4"
T=12 in.
6"
7"
B
2-PIECE
6 sp. @ 4"
"
1’-9b "
DIMENSION B
B
A
1’-11
Spaced at 1’-0" Maximum
3 "
6 sp. @ 4"
1-PIECE
BAR S
Spacing for
Bars S
NOTES:
1. Intermediate Prestress Strands not shown in Elevations and Sections.
TYPICAL PILE
2. All bar dimensions are out-to-out.
T(in.)
10
Y(in.)
11"
X
»
Z(in.)
12
as shown in the Bar Bending Diagram.
»
3
Bars A are #5 and Bars S are #4.
4. At the Contractor’s option Bars S may be fabricated as a two piece bar
5. The Contractor may use Deformed Welded Wire Reinforcement meeting
the requirements of Specification Section 931 in lieu of Bars A and
4
(Typ.)
Bars S if the wire size and spacing provide the same area of
reinforcing steel per foot as the Bars shown.
10"
2 "
D
Bars S2
3" Cover
(Typ.)
Bars A
(
Strands)
(Typ.)
T
See Detail "D"
n sp. @
D
Bars S1
3" Cover
n sp. @
n sp. @
"
1’
-0
2’
-6"
Bar S7
Bar S6
Bars A
2’
-6"
S2
D
Bars
S3
See Detail "E"
2’
-6"
2 "
Strand(S)
Bars
(
Strands)
11"
Pick-up
T
2" Cover
T
See Detail "D"
(
Strands)
B
Strands
2" Cover
(Typ.)
Prestressed
2 ~ Bars A
6. For Dimensions L and X see Sheet Pile Data Table in Structures Plans.
2" Cover
C
(
Typ.
)
Bars S3
3" Cover
(Typ.)
6 sp. @ 4"
Spaced at 1’-0" Maximum
6 sp. @ 4"
3 "
SECTION A-A
Y
3
b" 2
MAXIMUM
Thickness
(in.)
L
T=10 in.
0.5
28’-0"
6
0.6
27’-0"
4
0.5
31’-0"
7
0.6
30’-0"
5
3:
52:
14 PM
T=12 in.
n
D
(in.)
3
5
2
4
TOTAL # OF
STRANDS
SECTION
MODULUS (in.‡)
"
Y
Z
b"
b"
4"
3"
2"
2 "
SECTION C-C
Z
b"
* STRESS
(psi)
14
500
1150
10
500
1160
16
720
1100
12
720
1160
2 "
STRAND DIA.
"
SECTION B-B
2"
sm 970re
Wall
2"
Spacing for
Bars S
STARTER PILE
Cover
4b "
7"
B
Cover
2 ~ Bars A
C
Cover
Bars A
2"
C:
\d\projects\standards\structures\current\ready4release\2014BOOK\06040-2of4.
dgn
3.
SHEET PILE DIMENSIONS
L
6/24/2013
* Unit Prestress after losses.
DETAIL "D"
DETAIL "E"
(Typical Tongue)
(Typical Groove)
LAST
REVISION
07/01/13
REVISIO N
TYPE "A" STANDARD SECTION
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
PRECAST CONCRETE SHEET PILE WALL
SHEET
NO.
NO.
6040
2 of 4
See Detail "D"
L
Bars A1
11" Slope is to
11"
this point
Bars A3
C
T
X
2’-2"
B
Bars A2
Bars A3
Bars A3
Bars A1
Bars A2
Bars A2
Bars A1
7"
A
Bars A3
Bars A4
Bars A3
Bars A4
Bars A4
Bars S1
"
-3
1’
Slope only on
Bars A4
Bars A4
tongue side
Bars S2
Bars A4
S2
Bars A4
Bars A4
S1
Bars A4
4"
Bars A4
Bars A4
Pick-up Strand(s)
Bars A4
3" Cover
Bars S3
(Typ.)
See Detail "D"
3" Cover
1’
-3
"
(Typ.)
Bars S4
SECTION A-A
SECTION B-B
T
bT
T
A
Bars A4
B
C
10"
bT
Y
» ¿
b"
VIEW C-C
6 sp. @ 4"
Spaced @ 1’-0" Maximum
6 sp. @ 4"
3 "
2
2"
4 "
Spacing for
Y
"
b"
Bars S
T (in.)
2"
Co
ve
r
ELEVATION
SHEET PILE DIMENSIONS
(TYPE "B1" PILE SHOWN, TYPE "B2" PILE OPPOSITE HAND)
10
Y (in.)
3
Z (in.)
STIRRUP DIMENSIONS (T = 10")
4
STIRRUP DIMENSIONS (T = 12")
Bars A1 or A4
BAR MARK
R1
R2
R3
R4
R5
R6
11 "
9
"
1’-6b "
2b "
5"
S2
1’-1b "
9
"
1’-8
2b "
4b "
"
R8
5b "
4 "
5b "
5
4 "
5"
S3
11b "
4
"
"
BAR MARK
R1
S1
11b "
S2
30
1’-1
"
R2
R3
R4
R5
R6
10"
1’-6"
3b "
7"
10"
1’-8 "
3b "
6b "
2"
4
R7
R8
"
5
"
6"
5 "
5
"
6"
30
S3
11 "
8"
S4
11 "
4 "
S1
11b "
8"
S2
1’-1
"
8"
1’-6"
1’-1
"
1 "
5"
4b "
4b "
7"
4
"
4b "
7 "
1
5"
3
2b "
6 "
S4
11b "
4"
1’-1 "
2 "
7"
3
"
2b "
8 "
S1
1’-0"
8b "
1’-3 "
5 "
7b "
6 "
8b "
5 "
b"
S2
1’-2 "
8b "
1’-5b "
5 "
6b "
7 "
8b "
5 "
Z
5b "
S3
1’-0"
7"
1’-4"
3"
7b "
6
7"
7 "
3b "
7"
S4
1’-0"
3b "
11
"
3b "
9"
7 "
10 "
3"
S1
1’-0b "
6 "
11
"
7"
8
10b "
3"
S2
1’-2
6 "
1’-2"
7"
1’-4"
1’-5
"
S1
R7
2
"
"
"
4"
5b "
6b "
8"
4"
4"
4b "
7b "
8"
4"
45
»¿
1’-5
"
b"
3"
S3
11b "
6
"
1’-4"
2 "
5b "
S4
11b "
3b "
1’-0"
3"
5b "
S1
1’-0"
6"
1’-0
"
5 "
S2
1’-2"
6"
1’-2
"
5 "
6
6
"
"
"
Z
4"
45
bT
bT
T
6"
4
"
5"
"
"
3
"
7b "
8"
6
"
5"
6
"
8"
10
"
4"
10
"
4"
60
60
S3
1’-0"
4
S4
1’-0"
2b "
"
1’-1b "
3 "
6"
10"
4b "
6"
8
8"
5
"
4"
"
5 "
S3
1’-0b "
5"
1’-1b "
4"
8"
8"
9"
7"
7b "
S4
1’-0b "
2b "
9b "
5b "
8"
5b "
4 "
9 "
DETAIL "D"
(TYPE "B1" PILE SHOWN, TYPE "B2" PILE OPPOSITE HAND)
NOTES:
R6
4"
R5
R6
(
Typ.
)
4"
(
Typ.
)
1. This drawing includes details for precast concrete corner piles for 10"
R5
R5
and 12" thick sheet pile systems. The details apply equally to both thicknesses.
R6
2. The bar configurations shown in Sections A-A and B-B shall be used for
angles between 15 and 75. For angles not shown, the reinforcing bar
3. All bar dimensions are out-to-out.
Varies
R3
R1
R3
R3
R1
dimensions may be interpolated or extrapolated from the stirrup dimensions shown.
R1
sm 970re
3
Bars S
Bars A2
2"
r
ve
Co
C:
\d\projects\standards\structures\current\ready4release\2014BOOK\06040-3of4.
dgn
BAR BENDING DIAGRAMS
12
4
4.
Bars A are #8 and Bars S are #4.
5. Values for Stirrup Dimensions are shown for equal to 30, 45 & 60 only.
R2
R2
R8
R7
R8
R4
R4
R4
R2
R7
"
0
’1
3:
52:
16 PM
6. At the Contractor’s option Bars S may be fabricated as a 2 piece bar with
45
R7
BAR A2
R8
a minimum lap length of 1’-6", as shown in Bar Bending Diagrams.
7. If Type "B1" or "B2" pile is used as a Starter Pile show tongue on both sides of pile
from Dim. X down. Show dimensions for Bars S2, S3 & S4 in shop drawings.
8. If tongue must be on the opposite side from that shown all dimensions and Bars A,
S2, S3 and S4 will be the same but opposite hand.
6/24/2013
9. For Dimensions L, X and Angle , see Sheet Pile Data Table in Structures Plans.
1 - PIECE
2 - PIECE
BARS S3 & S4
TYPE "B1" AND "B2" - VARIABLE ANGLE CORNER PILE
LAST
REVISION
07/01/12
REVISIO N
BARS S1 & S2
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
PRECAST CONCRETE SHEET PILE WALL
SHEET
NO.
NO.
6040
3 of 4
X
here if T=12"
B
C
D
Bars A1
2 ~ Bars A2
10"
A
Bar A4
T
(Typ.)
Bars S3
See
Section C-C
* Bar A4
* Bar A4
T
Bar A6
Bar A6
Pick-up
Bars A2
** Bar A4
T
** Bar A4
Bar A5
1’
-9"
1’
-8"
1’
-9"
1’
-8"
Bars S1
Bar A5
Bars S4
T
S2
3" Cover
Bars A1
Bars S5
2"
2’-2"
(
Typ.
)
"
This A4 bar ends
T
For 12" Pile
10
1’-4"
For 10" Pile
L
Strand(s)
For 12" Pile
For 10" Pile
Bars A5
3"
1’-8"
D
(Typ.)
1’-9"
C
Bars A3
Bars S2
Bars A3
Bars A3
7"
2" (Typ.)
A
B
3" Cover
See Section C-C
Bars S1
END VIEW
4"
Spaced @ 1’-0" Maximum
6 sp. @ 4"
3 "
6 sp. @ 4"
Spacing for
SECTION A-A
1’-8"
For 10" Pile
1’-9"
For 12" Pile
SECTION B-B
Bars S
ELEVATION
(TYPE "C1" PILE SHOWN, TYPE "C2" PILE OPPOSITE HAND)
* This Bar A4 shall be 1’-2" shorter than other A4 bars for T = 12".
Bars A2
** This Bar A4 (not shown in elevation) is included only if T = 12".
T
Bar A4
3
"
BAR BENDING DIAGRAMS
Bar S2
Y
Bar S3
Bar A5
2
"
R2
STIRRUP DIMENSIONS
R3
b"
T (in.)
Bar S4
BAR MARK
R1
S1
7"
R2
R2
b"
R3
10
Bar A6
8"
4
"
7 "
4
"
S4
5b "
6b "
4
"
S5
4
5
"
4
"
4
"
12
Bars S2
S1
9"
S2
9"
7"
6
"
S3
8 "
6 "
6
"
S4
7b "
5b "
6
"
S5
6
4
6
"
9"
6"
6"
5"
5"
1’-3"
For 10" Pile
1’-3"
For 12" Pile
For 12" Pile
3"
b"
T
For 10" Pile
45
-
(Bars A2 only)
BARS A
Bar S2
Bar S3
Bar A5
Note: All Bar dimensions are out-to-out.
SHEET PILE DIMENSIONS
Bar S4
Bar A4
T (in.)
10
12
Y (in.)
Z (in.)
SECTION C-C (T=10" or 12")
Bar A6
NOTES:
1. All bar dimensions are out-to-out.
Bar S5
Bars
3
4
A3
sm 970re
"
"
0
Z
2 "
»¿ Bul
"
Varies
1’-2"
’
1
4"
Bars A2
Bar A6
STIRRUPS S
0" A5
"
3b "A3
Bars A3
Bar A4
4"
7"
6 "
2b " A4
SECTION D-D (T=10")
b"
S2
S3
4b "A2 & A6
** Bar A4
7"
90
1’
-3"
1’
-3"
Bars A2
"
4"
*Bar A4
Bar A5
5
R1
Bar S5
A3
2"
2"
Bars
Z
C:
\d\projects\standards\structures\current\ready4release\2014BOOK\06040-4of4.
dgn
Y
3
4
2.
Bars A are #8 and Bars S are #4.
3. This drawing includes information for precast Corner Piles for 10" and 12"
thick Sheet Pile systems. The details apply to both thicknesses but the bar
configurations change slightly according to the thickness values used.
4. If Type "C1" or "C2" pile is used as a Starter Pile show tongue on both sides of
3:
52:
18 PM
pile from Dim. X down. Show dimensions for Bars S2, S3, S4 & S5 in
shop drawings.
5. If tongue must be on opposite side (Groove Side) from that shown,
all dimensions and reinforcement shall follow the corresponding Tongue
or Groove side.
6/24/2013
SECTION D-D (T=12")
6. For Dimensions L and X see Sheet Pile Data Table in Structures Plans.
LAST
REVISION
07/01/12
REVISIO N
TYPE "C1" AND "C2" - RIGHT ANGLE CORNER PILE
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
PRECAST CONCRETE SHEET PILE WALL
SHEET
NO.
NO.
6040
4 of 4
» b " Open Joint
Dim. A
)
.
n
"Mi
0
’
0
1
l (
a
c
i
p
"Ty
0
’
0
g~ 3
n
i
c
a
p
S
t
n
i
o
nJ
e
b"Op
Top of C-I-P
» b " Open Joint
sp. (lap with Dowel
Coping)
A
Slope of C-I-P
Retaining Wall Panel) (Typ.)
Drainage Ditch when
Coping
Bars 4A (follows
Bars 4U1 @ 1’-6" Max.
2" Min. Cover (Typ.)
Bars 4B (follows top of
required (See Wall Control
Bars 4U1
Drawings for details)
" Chamfer
Bars 4D) (Typ.)
Bars 4A
(Typ.)
Varies
(1’-3" Max.,
(Typ.) (See
2" Min.)
2’
-0"
Dowel Bars 4D
Note 2)
Bars 4B shown as (
)
Top of Retaining
Dowel Bars 4D
Wall Panel (Typ.)
Clearance
Bottom of
(See Note 2)
6"
Varies
C-I-P Coping
Retaining Wall Panel
Retaining Wall
(See Wall Company
Panels (Typ.)
Drawings for Details)
A
Smooth or Textured Face of Panel
PRECAST AND C-I-P COPING NOTES:
1.
C-I-P COPING - PARTIAL ELEVATION VIEW
2.
C:
\d\projects\standards\structures\current\ready4release\2014BOOK\06100-1of2.
dgn
Provide Class II concrete for slightly aggressive environments
SECTION A-A
or Class IV for moderately or extremely aggressive environments.
Panel width
C-I-P COPING
Dowel Bars 4D extend 1’-0" above the top of retaining
Dim. A
+ 6"
wall panel. Field cut as necessary to maintain 2" minimum
Panel width
cover. See Wall Company Drawings for number and spacing
Dim. B
of Dowel Bars 4D.
3.
+ 1’-0" Min.
Payment for Dowel Bars 4D, Buildup Concrete and Coping will
be made under Retaining Wall System (Permanent).
» b " Open Joint
Dim. B
2" Min. Cover (Typ.)
Drainage Ditch when
» b " Open Joint
Top of Retaining
Control Drawings
Bars 4U2
2" Cover
Bars 4A
for details)
(Typ.)
" Chamfer (Typ.)
1’
-3"
2" Cover
Min.
2’
-0"
Varies
Coping
required (See Wall
Wall Panel (Typ.)
Buildup Concrete
B
Top of Precast
(
1’
-0" M ax.
)
)
.
n
"Mi
0
’
5
g(
n
i
p
tCo
s
a
c
e
lPr
a
c
i
p
"Ty
0
’
0
1
Top of C-I-P
C-I-P Buildup Concrete
(1’-0" Max.)
Provide 3b " x 3b " preservative
treated timber blocking @ 5’ Max.
Spacing for gaps > 1"
Bars 4U2 @
1’-4" sp. (Typ.)
Varies (1’-3" Max.,
Bars 4A
Clearance
sm 970re
Dowel Bars 4D
"
(See Note 2)
Varies
Dowel Bars 4D (Typ.)
Bottom of
2" Min.)
(See Note 1)
Precast Coping
6"
6"
Min.
Min.
" Std.
(
b " Min. ~ 2b " Max.)
Retaining Wall
Retaining Wall Panel
Panels (Typ.)
(See Wall Company
B
Smooth or Textured Face of Panel
3:
52:
20 PM
Drawings for Details)
SECTION B-B
PRECAST COPING
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
PRECAST COPING - PARTIAL ELEVATION VIEW
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
MSE WALL COPING (PRECAST OR C-I-P)
SHEET
NO.
NO.
6100
1of 2
REINFORCING STEEL BENDING DIAGRAMS - PRECAST AND C-I-P COPINGS
BILL OF REINFORCING STEEL
Dim. B
REINFORCING STEEL NOTES:
2" Min. Cover (Typ.)
1. All bar dimensions in the bending diagrams are out to out.
MARK
SIZE
LENGTH
##S
(L)
or M
LENGTH
##
(L)
Drainage Ditch when
2. All reinforcing steel at the open joints will have a 2" minimum cover.
required (See Wall
3. Bars 4A may be continuous or spliced at the construction joints. Lap splices for Bars 4A will
E
Control Drawings
Bars 4U2
Bars 4A
be a minimum of 1’-8".
A
4
AS REQD.
AS REQD.
B
4
AS REQD.
AS REQD.
D
4
2’-0"
2’-0"
3
4"
4. The Contractor may use Welded Wire Reinforcement (WWR) when approved by the Engineer.
for details)
(Typ.)
Chamfer (Typ.)
WWR must consist of Deformed wire meeting the requirements of Specification Section 931.
Varies
Recess Varies
(L)
(1’-3" Max., 2" Min.)
2’
-0"
## S = Slightly Aggressive
M = Moderately Aggressive
Panel width + 4"
Panel width + 4"
U2
4
Dim. B - 4"
Dim. B - 4"
4
U3
Varies
(L)
Dim. C - 6"
(See Note 2, Sheet 1)
(L)
Ground
Line
6"
Field cut as
required to maintain
2" minimum cover
BARS 4A & 4B
DOWEL BAR 4D
BAR 4U1
BAR 4U2
BAR 4U3
6"
Min.
2’
-0" M in.
1’
-8"
1’
-8"
(
L)
Length as Required (L)
4B
Dowel Bars 4D
Varies
Length as Required (L)
2’
-0"
4A
Dim. C - 4"
E = Extremely Aggressive
Varies
4
7" M in.
U1
(Match
Precast
Dimensions)
Retaining Wall Panel
Leveling Pad for
(See Wall Company
MSE Wall Shown
Drawings for Details)
C-I-P COPING USED WITH PRECAST COPING
Note: When precast coping units do not fit the entire length of the retaining
wall, use this similar C-I-P coping for short portions between precast
Field bend Bars 4A
Dim. C
to maintain minimum
* For Slightly and Moderately
cover for Extremely
Aggressive environments
Aggressive Environments
Top of Coping
Top of Retaining
* 2" Cover (Top & Sides)
Wall End Panel
** For Extremely Aggressive
** 3" Cover (Top & Sides)
environments.
C
3
4"
Retaining Wall
Spacing
Bars 4B (Horizontal) (Field
cut as required to maintain
minimum cover)
Bars 4A (follows Slope
Chamfer (Typ.)
Bars 4B
Begin or End
Panel width
of C-I-P Coping Enclosure)
Dim. B
Bars 4A (Typ.)
+ 1’-0" Min.
Panel width
Bottom of Coping
Drawings for details)
Bars 4B shown
as (
)
(Typ.)
Bars 4U3
Bars 4U3 @ 1’-6"
Edge of Retaining
Max. sp. (Typ.)
Bars 4B (Horizontal)
4" Cover
C
Leveling Pad for
(Bottom)
3:
52:
22 PM
412"
sm 970re
6"
Wall End Panel
3" Min. Overlap
2’
-0" M in.
(See Wall Company
Coping Enclosure
+ 6"
Varies
Retaining Wall End Panel
Edge of C-I-P
1’
-6" M ax.
Dim. C
Eq. sp. @
C:
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dgn
coping units. This C-I-P coping may also be used for vertical copings.
MSE Wall Shown
SECTION C-C
Varies
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
C-I-P COPING ENCLOSURE DETAIL
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
MSE WALL COPING (PRECAST OR C-I-P)
SHEET
NO.
NO.
6100
2 of 2
8"
5’-4" (Typ.) ~ Additional
Bars 3D @ 8" sp. (42" F-Shape)
(See Note 1)
1" Dowel Load Transfer
(Shown Dashed)
Devices (See Typical Sections
Top of
for details)
Junction Slab
Bars 5B2
4 ~ Bars 5F
Bars 3D
b" V-Groove (See
2" Cover
Bars 5C @ 8" sp.
(Shown Dashed)
Note 7 & Detail "A")
Sides (Typ.)
(Typ.)
Expansion Joint (See
"Expansion Joint Detail"
4" (Typ.)
this sheet and Detail "A")
(Top of Slab)
Approved metal
(Required only
or fiber cap
when Junction
1" Dowel Load
Bars 4A @
Transfer Devices
Bars 3D
Slab is skewed)
(Typ. at
Expansion
Joints)
2’
-0" M in.
Junction Slab
3"
Approach Slab
" Preformed Expansion
(See Note 12)
3s
p.
@
6"
Joint Filler
1’-0"
Lap Splice
"
Bottom of
Gutter Line
1’-0"
»¿ Expansion
Bars 4L @ 8" sp.
(Typ.)
EXPANSION JOINT DETAIL
(Junction Slab expansion joints are to coincide
with
Field cut reinforcing as required
" open joints in Traffic Railing)
3"
Spacing Bars 5V2
to maintain minimum cover (Typ.)
" Open Joint
Bars 5V2 (Typ.)
Bars 5S
Coping
Bars 5B1
in Precast Coping
8" Spacing (Typ.) (See Note 9)
CROSS REFERENCE: For Detail "A", see Sheet 2.
2" Cover @
b " V-Groove Spacing
2" Cover @
30’-0" Max. (See Note 7)
Expansion Joints
»
Begin or End Retaining Wall
»¿˘" Expansion Joint Spacing ~ 30’-0" Min. (32" F-Shape), 60’-0" Min. (42" F-Shape), 90’-0" Max. (See Not
" Open Joint in Precast
Coping and C-I-P Traffic
and Precast or C-I-P Coping
Railing to coincide with
PARTIAL PLAN VIEW FOR F-SHAPE TRAFFIC RAILING
" Open Joint
"
Expansion Joint in Junction
Slab.
(Skewed Approach Slab Shown, Perpendicular Approach Slab Similar)
(Precast Coping Shown, C-I-P Coping Similar) (Traffic Railing not Shown for Clarity)
JUNCTION SLAB NOTES:
»¿ ˘" Open Jo
1.
Precast Coping and
Precast Traffic Railing
Top of Precast Coping
is not permitted.
Provide Class II concrete for slightly aggressive environments or Class IV for moderate or extremely
aggressive environments.
4.
Varies
3.
Top of C-I-P
Dowel Load Transfer Devices will be ASTM A 36 smooth round bar and hot-dip
Buildup Concrete
with Specification Section 350.
Construct ˘" Expansion Joints in junction slabs and C-I-P copings plumb and perpendicular or radial to
Gutter Line. Provide at 90’-0" maximum intervals as shown. Provide 3"x3" Mortar plugs in open joints at the
base of traffic railings to contain runoff.
6.
Provide and install Preformed Expansion Joint Filler in accordance with Specification Section 932.
7.
Construct b" V-Grooves in junction slabs and C-I-P copings plumb and provide at 30’-0" maximum intervals as
»¿
Top of Retaining
Wall Panel (Typ.)
-3"
2’
»¿5.
(
9" M ax.
)
galvanized in accordance with Specification Section 962. Install Dowel Load Transfer Devices in accordance
shown. Space V-Grooves equally between ˘" Expansion Joints and/or Begin or End Junction Slab. V-Gr
Mortar Plug
(See Note 5)
3"
Railing
2" Cover M in.
slab or C-I-P coping perpendicular to the roadway surface. Slip forming of Coping and/or junction slab
Traffic
Traffic Railing
Construct the Junction Slab level transversely and expansion joints plumb; do not construct the junction
Coping
Top of
between Bars 5C within 6’-0" of Expansion Joints.
2.
)
.
n
"Mi
0
’
5
y(
l
n
gO
n
i
p
tCo
s
a
c
e
l Pr
a
c
i
p
y
"T
0
’
0
1
s*
n
o
i
t
c
e
S
g
n
i
p
o
C
g&
n
i
l
i
c Ra
i
f
f
a
r
tT
s
a
c
e
m Pr
mu
i
n
"Mi
0
’
2
1
Precast
When a 42" F-Shape Traffic Railing is used with precast copings, provide Bars 3D @ 8" spacing
Varies
C:
\d\projects\standards\structures\current\ready4release\2014BOOK\06110-1of6.
dgn
Open Joints
locations are to coincide with V-Groove locations in the Traffic Railing.
sm 970re
8.
Shoulder or Roadway Pavement is required on top of the junction slab for its entire length on the traffic
side of the Traffic Railing. See Typical Sections on Sheet Nos. 2 and 3 for details.
9.
10.
Clearance
Spacing shown is along the Gutter Line.
Varies
On MSE Walls provide, Dowel Bars 4D and extend to 7" above the top of retaining wall panel. Field cut as
necessary to maintain 2" minimum cover to the top of the buildup concrete. See Wall Company Drawings for
Bottom of
Dowels 4D (Typ.)
Precast Coping
(See Note 9)
3:
52:
24 PM
number and spacing of Dowel Bars 4D.
11.
Work this Index with the following:
Index No. 420 - Traffic Railing - (32" F-Shape)
Retaining Wall (MSE Shown,
Index No. 425 - Traffic Railing - (42" F-Shape).
12.
Other Types Similar) (Typ.)
The following Indexes contain details of the intersection of the retaining wall at approach slabs:
(Precast Coping and Junction Slab Reinforcing not Shown for Clarity)
Index No. 20910 - Approach Slabs (Rigid Pavement Approaches)
* C-I-P End Section must
(Precast Coping Shown, C-I-P Coping Similar)
be = 12’-0".
F-SHAPE TRAFFIC RAILINGS
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
Index No. 20900 - Approach Slabs (Flexible Pavement Approaches)
PARTIAL ELEVATION VIEW
DESCRIPTION:
FDOT 2014
DESIGN STANDARDS
INDEX
WALL COPING WITH TRAFFIC RAILING/JUNCTION
SLAB
SHEET
NO.
NO.
6110
1of 6
1
2"
6’-6
3
4"
2
(C-I-P Junction Slab)
»¿
Bars 4N @ 8" sp.
(
Se
e No
t
e1
)
PARTIAL END VIEW OF TRAFFIC RAILING END
3
4"
@ 8" sp.
3
Coping
Bars 5S
1’
-0"
6"
Bars 4L @ 8" sp.
3" Cover
Utility Conduit
permitted
Bars 5B2 @ 1’-0" sp. (Typ.)
Slope Permitted (See Note 8)
C:
\d\projects\standards\structures\current\ready4release\2014BOOK\06110-2of6.
dgn
ESTIMATED QUANTITIES FOR PRECAST COPING
UNIT
Concrete (Precast Coping Only)
Two Layers 30Lb. Roofing Felt
QUANTITY
CY/LF
Varies (2" min.)
2" Min. Cover
0.083
CY/LF
1’-3"
Spacing 1"
Concrete (C-I-P Junction Slab)
Reinforcing Steel (Precast Coping & Traffic
Railing)
CY/LF
3 sp. @ 1’-0" = 3’-0"
Dowels
0.185
6"
Spacing
Bars 5S
LB/LF
»¿
»
Smooth or Textured
52.67
LB/LF
(MSE Walls only)
6"
b" Min. ~ 2b" Max. Gap (See Note 7)
Face of Wall
Spacing
Reinforcing Steel (C-I-P Junction Slab) (Typ.)
C-I-P Buildup Concrete
Dowel Bars 4D (MSE Walls only)
0.169
Spacing Bars 5B1
514"
Optional widening & extension for Precast Coping (See Note 6)
Retaining Wall (Type Varies)
Concrete (Precast Barrier & Coping)
6"
6"
1’
-0"
NOTE: See Index No. 420 and Index No. 425, Detail "A" for details.
2" Cover
» ¿
(See Note 2)
1’
-114"
(Showing Bars 5V and Bars 5S)
812"
3
(Precast Coping Shown, C-I-P Coping Similar)
ITEM
Top of
3
4"
TRANSITION FOR GUARDRAIL ATTACHMENT
2’
-8"
Bars 5V2
2’
-3"
Sl
o
p
e Va
r
i
e
s
7"
asphalt or See Note 3)
3"
substituted)
2" Cover (Top)
3
4"
Pavement (Full depth
1
Shoulder or Roadway
(Bars 5V2 may be
114"
10
"R
Sections*
12’
-0" M in. Length)
for C-I-P
Bars 4A @ 4" sp.
(
Precast Traffic Railing
Joint Permitted
expansion joints (Typ.)
End Stirrup Bar 5V
2
"Co
v
e
r
Construction
Transfer Devices at
Precast Coping
(Typ.)
(
Precast Coping)
1" Dowel Load
(Rotated)
Bars 5S
3
4"
8"
Bars 5V
@ 8" sp.
Bars 3D)
6"
Bars 5S (Field Bent)
Bars 5P
(Tied to alternate Bars 4A)
(See Note 1, Sheet 1 for
Min. Embed. (42" F-Shape)
Coping
Bars 5C @ 8" sp.
114"
Min. Embed. (32" F-Shape)
214"
"
1’
-10"
4
Railing
1
3" 4 2"
Traffic
1’
-0"
312"
(Tied to Bars 5P)
»¿3˘" Precast 32" F-S
714"
»¿1˘" C-I-P F-Sh
Top of Precast Coping
1
2"
8
5"
312"
5’-0"
8"
(42" F-Shape)
2"
(32" F-Shape)
1’-5"
Cover
1’-2b "
4 sp. @ 1’-0" = 4’-0" (5B2)
3"
2 sp. @ 1’-0"– (5B1)
3"
Bars 5B
12.52
TYPICAL SECTION THRU PRECAST* 32" F-SHAPE
Additional Reinf. @ Expansion Joints (Dowels)
LB
TRAFFIC RAILING AND COPING WITH C-I-P JUNCTION SLAB
21.36
* C-I-P Traffic Railing and Coping Sections using precast dimensions
(The above concrete quantities are based on a max. superelevation of 6.25%
and reinforcement are permitted at End Sections, Drainage Inlets and
and a 32" F-Shape Traffic Railing.
Light Pole Pedestals if slip forming is not used.
NOTES:
1. Match Cross Slope of Travel Lane or Shoulder.
»¿2. The 3˘" dimension corresponds to a maximum superelevation of 6.
For steeper superelevations increase this dimension to match roadway superelevation.
3. For Rigid Pavement (Concrete), Junction Slab may be thickened to match finish grade.
b " V-Groove (Typ.)
b " V-Groove (Typ.)
4. Minimum length of Junction Slab between expansion joints is 30’-0".
sm 970re
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.
»¿˘" Preformed Expan
Joint Filler
»¿˘" Preformed Expan
Joint Filler
Provide mechanical couplers in accordance with Specification Section 415. Mechanical
couplers shall develop 125% of the bar yield strength.
6. Contractor to maintain stability of precast coping/traffic railing prior to junction slab
3:
52:
26 PM
completion. In the Shop Drawings, show reinforcement for optional extension required
for stability, shipping and handling. Maintain 2" minimum concrete cover.
C-I-P COPING
PRECAST COPING
7. When the air gap between the precast coping extension and retaining wall exceeds 2b",
fill gap with full depth Expanded Polystyrene to provide a maximum 2b" air gap.
8. Angle varies ~ 0 min., 20 max.
6/24/2013
DETAIL "A"
(Showing Locations of b " V-Grooves and
" Preformed Expansion Joint Filler)
LAST
REVISION
07/01/13
REVISIO N
F-SHAPE TRAFFIC RAILINGS
DESCRIPTION:
FDOT 2014
DESIGN STANDARDS
INDEX
WALL COPING WITH TRAFFIC RAILING/JUNCTION
SLAB
SHEET
NO.
NO.
6110
2 of 6
6’-6b" (32" F-Shape)
REINFORCING STEEL BENDING DIAGRAMS
3’-9"
6’-9" (42" F-Shape)
»¿
b" (32" F-Shape)
(42" F-Shape)
D
3
4’-8"
N/A
4’-8"
F
5
4’-8"
4’-8"
4’-8"
L
4
4’-5"
4’-5"
4’-5"
Transfer Devices at
P
5
5’-7"
5’-7"
5’-7"
S
5
11’-6"
AS REQD.
9’-6"
S1
8
N/A
AS REQD.
9’-6"
V2
5
5’-10"
5’-10"
5’-10"
2’-0"
2’-0"
2’-0"
134"
Bars 5S
1’
-0"
N/A
Sl
o
p
e Va
r
i
e
s
(
Se
e No
t
e1
)
Bars 5V2
@ 8" sp.
1
2"
5
2" Cover
See Note 8
3" Cover
Two layers 30Lb. Roofing Felt
Length as Required
Contractor’s
5C
Precast Coping ~ 4’-8" (See Note 7)
3D
Precast ~ 4’-8" (See Sheet 1, Note 1)
Optional widening & extension for Precast Coping (See Note 6)
option
9
"
5B2
Retaining Wall (Type Varies)
Precast Coping, ~ 11’-6" (with
5S
32" F-Shape), 9’-6" (Coping Only)
8S1
C-I-P Coping ~ Length as Required
1" DOWEL
BARS 5B, 5C, 5F & 5S
86
1’
-1b "
10"
1"
412"
412"
g~
n
i
p
tCo
s
a
c
e
Pr
)
5& 6
e
t
o
N
e
Se
"(
9
’
3
"
2
’
g ~6
n
i
p
P Co
I
C-
5430’
5"
3 sp. @ 1’-0" = 3’-0"
Dowels
Spacing
6"
Spacing
4 sp. @ 1’-0" = 4’-0"
Face of Wall
3"
Optional Keyway
Bars 5B2
Construction Joint Permitted
TYPICAL SECTION THRU C-I-P TRAFFIC RAILING
WITH C-I-P JUNCTION SLAB AND C-I-P COPING
Buildup for
(PRECAST COPING SIMILAR WITH C-I-P BUILDUP)
stepped MSE
Wall Panels
NOTES:
45
(0" min.,
»¿11˘" m
Coping
1. Match Cross Slope of Travel Lane or Shoulder.
»¿2. The 3˘" dimension corresponds to a maximum superelevation of 6.
10"
(32" F-Shape)
For steeper superelevations increase this dimension to match roadway
Expanded
Polystyrene (b")
superelevation.
1’-0b"
6"
STIRRUP BAR 4N
5B1 ~ Precast,
Smooth or Texture
2 sp. @ 1’-0"–
(42" F-Shape)
6"
3. For Rigid Pavement (Concrete), Junction Slab may be thickened to match
BUILDUP FOR STEPPED MSE WALL PANELS
finish grade.
BAR 4A
Spacing Bars
514" (Precast)
5B2 ~ C-I-P Coping
Bars 5S
3"
512" (C-I-P)
6"
6"
4’-8"
1’-3"
Spacing 1"
3’
-1b " (
42" F-Shape)
5F
45
2’
-8b " (
32" F-Shape)
2’-0"
M ax.
1
’
-2
"
1
(3
’
-5
2
"
"
(4
F
)
2
"
F
)
b" Min. ~ 2b" Max. Gap (See Note 7)
1’
-10"
C:
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dgn
Expanded Polystyrene (b" Side) (for C-I-P only)
9’-6" (Precast Coping only),
11’-6" (Precast Traffic Railing)
5b "
Bars 5B2 @ 1’-0" sp. (Typ.)
Bar
5B1
»¿
1’-
STIRRUP BAR 5P
Top of
Coping
Bars 4L @ 8" sp.
Smooth
1" Dowel
8b "
3b "
114"
10
"R
134"
6"
N/A
2" Cover (Top)
Construction
Joint Reqd.
» ¿
2’-6"
Bars 4A @ 4" sp.
1’
-0"
4
3’
-3" (
42" F-Shape)
N
2’
-5" (
32" F-Shape)
expansion joints (Typ.)
30’
-0" M in. Length)
4’-8"
(
C-I-P Traffic Railing
N/A
3’
-6" (
42" F-Shape)
4’-8"
(
C-I-P or Precast Coping)
5
or 8S1 (Typ.)
3
"Co
v
e
r
2’
-3"
C
1" Dowel Load
2" m in.
)
AS REQD.
114"
AS REQD.
"
AS REQD.
»¿
(1’1˘
5
M in.
B2
Bars 5S
» ¿
Sheet 1 for Bars 3D)
3b " 9"
Bars 5C @ 8" sp. (See Note 1,
(42" F-Shape) »¿
8"
3"
(32" F-Shape)
9’-6"
8b "
N/A
1
1
2" 3 4"
11’-6"
Bars 5P
@ 8" sp.
3" 4
5
Bars 4A or for Precast Coping
8"
B1
(42" F-Shape)
3
4"
9"
asphalt or See Note 3)
(32" F-Shape)
8
"
6"
5’-7"
6"
5’-7"
2"
4
Spacing Bars 8S1 (42" F-Shape)
Pavement (Full depth
2’
-8" (
42" F-Shape)
8’-0"
BARS 4L
1’
-10" (
32" F-Shape)
Precast
7"
C-I-P
Spacing Bars 5S (32" F-Shape)
2’
-8" (
32" F-Shape)
Shoulder or Roadway
6
A
2"
COPING
PRECAST
COPING &
32" F-SHAPE
SIZE
3"
MARK
1’
-0"
»¿
3b "
»¿1’-
(C-I-P Junction Slab)
3
4"
LENGTH
1034"
5"
Varies
8"
5’-0"
Cover
BILL OF REINFORCING STEEL
AND C-I-P COPING
4. Minimum length of Junction Slab between expansion joints is 30’-0" for
STIRRUP BAR 5V2
32" F-Shape or 60’-0" for 42" F-Shape.
sm 970re
REINFORCING STEEL NOTES:
5. See Index No. 420 & 425 for additional Traffic Railing Details.
3:
52:
28 PM
ITEM
UNIT
QUANTITY
CY/LF
0.268
LB/LF
30.89
LB/LF
21.36
slab completion. In the Shop Drawings, show reinforcement for
2. All reinforcing steel at expansion and open joints will have a 2" minimum cover.
3. Lap splices for Bars 5B & 5S will be a minimum of 2’-0".
optional extension required for stability, shipping and handling.
4. For Precast Copings only, lap splice Bars 4A with Bars 5C. Lap splices will be a minimum of 2’-0".
Maintain 2" minimum concrete cover.
5. The Contractor may use either full length Bars 4A or lap splice with Bars 5C at alternate Bars 4A
for C-I-P Copings.
6. Dimension shown is for lap splice option. For mechanical coupler option, this dimension is 1’-4b"
Concrete (Traffic Railing not Included)
7. When the air gap between the precast coping extension and retaining
wall exceeds 2b", fill gap with full depth Expanded Polystyrene to
Reinforcing Steel (Typical) excluding
provide a maximum 2b" air gap.
Bars 5V2 and 5S (Typ.)
8. Angle varies ~ 0 min., 20 max.
(32" F-Shape) or 1’-7" (42" F-Shape).
Additional Reinf. @ Expansion Joint
7. Dimension shown is for lap splice option. For mechanical coupler option, this dimension is 4’-8".
(Dowels)
8. The Contractor may use Welded Wire Reinforcement (WWR) when approved by the Engineer. WWR
must consist of deformed wire meeting the requirements of Specification Section 931.
(The above concrete quantities are based on a max. superelevation
9. Contractor may use a single #5 stirrup in lieu of two bars for 5P and 5V2.
of 6.25%, beneath a 32" F-Shape Traffic Railing on an MSE Wall).
F-SHAPE TRAFFIC RAILINGS
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
ESTIMATED QUANTITIES FOR C-I-P COPING
6. Contractor to maintain stability of precast coping prior to junction
1. All bar dimensions in the bending diagrams are out to out.
DESCRIPTION:
FDOT 2014
DESIGN STANDARDS
INDEX
WALL COPING WITH TRAFFIC RAILING/JUNCTION
SLAB
SHEET
NO.
NO.
6110
3 of 6
4 ~ Bars 5F
3s
p.
@
(Top of Slab)
b" V-Groove
Bars 5C @ 8" sp.
3"
(Required only
Bars 5B2
6"
2" Cover
(Tie to Bars 4A)
4L Bars @
(See Detail "A"
Sides (Typ.)
(Typ.)
8" sp. (Typ.)
& Note 7, Sheet 1)
Expansion Joint (See Expansion
1" Dowel Load
Joint Detail & Detail "A")
Transfer Devices
when Junction
Slab is skewed)
Field cut reinforcement
as required to maintain
minimum concrete
2’
-0" M in.
Approach Slab
(See Note 12
C:
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dgn
Sheet 1)
Begin or End
Skew Bars 7P1 &
Bars 4L @ 8" (Typ.)
Approach Slab
4V1 as required
Bars 4A @ 4" (Typ.)
" Open Jt.
5’-0" End Post
Bars 7P1 & 4V1 (Typ.)
Gutter Line
Bars 5B1
Coping Line
Bars 7P1 &
4V1 (Typ.)
Varies
2’-6" (Typ.)
5’-0" Interior Post (Typ.)
2’-6" (Typ.)
(2’-6" Min., 5’-0" Max.)
Varies ~ 5’-0" (Typ.)
5’-0" End Post
5’-0" End Post
(2’-6" Min., 5’-0" Max.)
@ Expansion Joint
@ Expansion Joint
2" Cover @
»
Open Joints
b" V-Groove Spacing ~ 30’-0" Max. (See Note 7, Sheet 1)
" Open Joint in Precast
Coping and C-I-P Traffic
Railing to coincide with
»¿˘" Expansion Joint Spacing ~ 30’-0" Min., 90’-0" Max. (See Note 5, Shee
"
Expansion Joint in Junction
Slab.
PLAN VIEW
(Skewed Approach Slab shown, Perpendicular Approach Slab similar)
(Precast Coping shown, C-I-P Coping similar)
CROSS REFERENCES:
1. For Detail "A" see Sheet 2.
(Traffic Railing reinforcement not shown, except for Bars 7P1 & 4V1)
2. For "Expansion Joint Detail" see Sheet 1.
3. For "Junction Slab Notes" see Sheet 1.
Bars 5B2
Bars 5C @ 8" sp.
Bars 5C @ 8" sp.
(Tie to Bars 4A) (Typ.)
(Tie to Bars 4A) (Typ.)
Bars 5B2
Guardrail
Gutter Line
Gutter Line
4b " Taper
(Typ.)
Face of Curb
Bars 4L (Typ.)
sm 970re
Lap Splice
cover (Typ.)
Bars 4A (Typ.)
Begin or End
Retaining Wall
Bars 7P1 & 4V1 (Typ.)
Coping and
Traffic Railing
Bars 4A
3’-0" Taper
(Inside Face)
Varies (12’-6" Min.)
3’-0" Taper
Bars 7P1 & 4V1 (Typ.)
Bars 4P5 (Typ.)
Coping Line
2’-6" (Typ.)
5’-0" Interior Post (Typ.)
Bars 4R3 (Typ.)
Coping Line
2’-6" (Typ.)
(Inside Face)
PARTIAL PLAN VIEW OF GUARDRAIL TRANSITION AT BEGIN OR END RETAINING WALL
PARTIAL PLAN VIEW OF COPING WITH CURB
(Precast Coping shown, C-I-P Coping similar)
(Precast Coping shown, C-I-P Coping similar)
(Traffic Railing reinforcement not shown, except for Bars 7P1 & 4V1)
(Traffic Railing reinforcement not shown, except for Bars 4P5, 4R3, 7P1 & 4V1)
6/24/2013
3:
52:
30 PM
Bars 4L
Bars 5B1
LAST
REVISION
01/01/12
REVISIO N
CORRAL SHAPE TRAFFIC RAILINGS
DESCRIPTION:
FDOT 2014
DESIGN STANDARDS
INDEX
WALL COPING WITH TRAFFIC RAILING/JUNCTION
SLAB
SHEET
NO.
NO.
6110
4 of 6
»¿ Interior Post (C
4 "
11 "
5 "
8"
"
3
’
6
b"
1
’
1
.
p
5s
.
p
5s
3 "
’
7
Guardrail Thrie Beam
1
6 4"–
Joint permitted in rail)
A)
s4
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e Ba
t
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et
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"
d@ 8
e
c
a
p
V1 s
P1 & 4
s7
r
Ba
–
"
5
A
C
clear precast opening
Top of C-I-P
"
@ 8
Bars 4S3
Shift Bars 4A & 4L to
W-Beam similar
)
b
r
Cu
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.
p
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–
"
6
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6
.
p
2s
"
@ 8
attachment shown,
–
"
5
"
@ 4
"
@ 4
n
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Traffic Railing
b" V-Groove
Curb (Precast
)
.
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permitted for
or C-I-P)
)
.
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C-I-P Curb
Bars 4P5 (Typ.)
Bars 4R3
C-I-P
Transition
-3"
2’
A
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Bars 4A (Typ.)
Begin or End
C
Bars 4L (Typ.)
)
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in Precast Coping
and Precast Curb
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PARTIAL ELEVATION VIEW OF OUTSIDE FACE OF COPING
C:
\d\projects\standards\structures\current\ready4release\2014BOOK\06110-5of6.
dgn
(End Transition and Typical Precast Coping with Curb shown, C-I-P Coping similar)
»¿ Interior Post (C
Joint permitted in rail)
»¿ Expansion Joi
6 "
Begin/End Approch Slab
»
" Open Joint in
V1
P1 & 4
s7
r
g Ba
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Coping & Traffic Railing
"
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p
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@ 4
.
p
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@ 4
B
Top of C-I-P
Traffic Railing
A
)
.
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s7
r
Ba
)
.
p
y
T
V1 (
s4
r
Ba
Post (Precast or C-I-P)
Top of Precast Coping
Bars 4S3 (Typ.)
Bars 4S3 (Typ.)
Post (Precast or C-I-P) (Typ.)
Bars 4L (Typ.)
Bars 4A (Typ.)
t
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3:
52:
32 PM
sm 970re
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»
B
" Open Joint
in Precast Coping
& Precast Curb
NOTE: Wall Panels not shown for clarity.
CROSS REFERENCES:
1. For Sections A-A, B-B, C-C & D-D, see
PARTIAL ELEVATION VIEW OF OUTSIDE FACE OF COPING
6/24/2013
(Precast Coping at Expansion Joint and Typical Precast Coping without Curb shown, C-I-P Coping similar)
Sheet 6.
2. For Junction Slab Notes, see Sheet 1.
LAST
REVISION
01/01/12
REVISIO N
CORRAL SHAPE TRAFFIC RAILINGS
DESCRIPTION:
FDOT 2014
DESIGN STANDARDS
INDEX
WALL COPING WITH TRAFFIC RAILING/JUNCTION
SLAB
SHEET
NO.
NO.
6110
5 of 6
1’-6b"
1’-6b"
Coping
Gutter Line
1’-6b"
Coping
Gutter Line
Coping
Gutter Line
Bars 4S3
Const.
(See Note 4)
Joint
1’-2"
permitted
(Corral Shape)
4 "
Bars 7P1
(See Note 4)
1b "
1b "
Curb
Bars 4S3
Sealant Detail"
Joint
1’-2"
Bars 4P5 (See Note 4)
See "Curb Joint
Const.
(See Note 4)
(
Rail)
C.
I.
P. Only
Traffic Railing -
(Corral Shape)
C.
I.
P. Only
1b "
Index No. 424
Traffic Railing -
(
Post & Rail)
(See Note 4)
(
Rail)
Bars 7P1
Index No. 424
(
Post)
4 "
Precast
(Corral Shape)
or C.
I.
P.
Traffic Railing -
C.
I.
P. Only
Index No. 424
1’-2"
required
6" Precast
3b "
or C.I.P. Curb
Bars 4A
6"
Bars 4A
Bars 4A
Embed.
6"
6"
Embed.
Embed.
Bars 5C
Bars 4V1
Bars 5B2
(See Note 4)
Bars 5B2
Bars 5B1 (Typ.)
Bars 4L
Bars 5C
Bars 5B2
Bars 4V1
Bars 4R3
(See Note 4)
(See Note 4)
Bars 4L
Bars 4L
See Sheet 2
Const. Joint permitted
Bars 5B2 (Typ.)
for Junction Slab and
Bars 5B1 (Typ.)
See Sheet 3
Precast Coping Details
for Junction Slab and
See Sheet 2 or 3
C.I.P. Coping Details
for Junction Slab
Trim Bars 4P5 as
and Coping Details
required to clear
Const. Joint
1’-6b" Min.
1’-6b" Min.
(See Note 3)
SECTION A-A
C:
\d\projects\standards\structures\current\ready4release\2014BOOK\06110-6of6.
dgn
SECTION A-A
(See Note 3)
(TYPICAL SECTION C.I.P. COPING WITHOUT CURB)
(TYPICAL SECTION PRECAST COPING WITHOUT CURB)
SECTION B-B
1’-6b"
1’-6b"
(TYPICAL SECTION WITH CURB)
Coping
Gutter Line
Coping
Gutter Line
(Precast Coping Shown, C.I.P. Coping Similar)
Index No. 424
Traffic Railing -
Index No. 424
Traffic Railing -
(Corral Shape)
"
4 "
1b "
1b "
Bars 7P1
(See Note 4)
C.
I.
P. Only
(See Note 4)
C.
I.
P. Only
4b "
Bars 7P1
(
Transition)
(Corral Shape)
(
Transition)
7
Top of Curb
Low Modulus
Silicone Sealant
(Type A)
JOINT NOTE:
»¿˘" (T
Joint sealant required at
4b" Taper
Const.
4b" Taper
Joint
11"
1’-2"
Const.
all expansion joints and
Joint
between precast and
required
C.I.P. curb openings.
required
" Preformed Expansion
Bars 4A
Joint Filler (See Detail "A"
Bars 4A
Sheet 2)
6"
Embed.
1" Foam
Bars 5C
Bars 5C
Bars 4V1
Bars 5B2
(See Note 4)
Backer Rod
Bars 4V1
Bars 5B2
2"
(See Note 4)
Bars 4L
Min.
Bars 4L
Bars 5B1 (Typ.)
sm 970re
Bars 5B1 (Typ.)
See Sheet 2 or 3
See Sheet 2 or 3
for Junction Slab
for Junction Slab
and Coping Details
and Coping Details
CURB JOINT SEALANT DETAIL
NOTES:
3:
52:
35 PM
1. See Sheets 2 & 3 for Junction Slab and additional Coping details.
2. Slip Forming of C.I.P. Traffic Railiing is not permitted.
1’-6b" Min.
3. Actual width varies depending on type of Retaining Wall used.
1’-6b" Min.
(See Note 3)
6/24/2013
(See Note 3)
SECTION C-C
END VIEW D-D
(TYPICAL SECTION TRANSITION COPING)
(TYPICAL SECTION TRANSITION COPING)
(Precast Coping shown, C.I.P. Coping similar)
(Precast Coping shown, C.I.P. Coping similar)
4. See Index No. 424 for Traffic Railing details and Bars 7P1, 4P5,
4R3, 4S3 & 4V1. Bars 5R2 and 5U are not required in Retaining
Wall Coping.
LAST
REVISION
01/01/12
REVISIO N
CORRAL SHAPE TRAFFIC RAILINGS
DESCRIPTION:
FDOT 2014
DESIGN STANDARDS
INDEX
WALL COPING WITH TRAFFIC RAILING/JUNCTION
SLAB
SHEET
NO.
NO.
6110
6 of 6
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
Sides (Typ.)
Bars 4C @ 6" sp. (See Note 1)
1" Dowel Load
Expansion Joint (See
(tie Bars 4C to Bars 5A) (Typ.)
Transfer Devices
"Expansion Joint Detail "
this sheet and Detail "B")
4 ~ Bars 5F
(Top of Slab)
Approved metal
(Required only
or fiber cap
when Raised
Sidewalk is
3"
Approach Slab
3s
p.
@
6"
(See Note 10)
Lap Splice
2’
-0" M in.
skewed)
Edge of
Precast Coping
Gutter Line
Bar 5T
"
Bottom of
Raised Sidewalk
" Preformed Expansion
Bars 5L @ 1’-0" sp.
Joint Filler
1’-0"
(Typ.)
1’-0"
Field cut reinforcing
»¿ Expansion
& Precast or C-I-P Coping
Spacing Bars
EXPANSION JOINT DETAIL
" open joints in Traffic Railing)
1’-0" sp. (Typ.)
minimum cover (Typ.)
»¿
Bars 5A @ 6" sp.
(tied to Bars 5U1) (Typ.)
6" Spacing (Typ.) (See Note 7)
b " V-Groove Spacing
Bars 5B1
5T and 5X @
in Precast Coping
5T and 5X
(Raised Sidewalk expansion joints are to coincide
with
Bars 5S
Coping
Alternating Bars
" Open Joint
as required to maintain
Begin or End Retaining Wall
2" Cover @
2" Cover @
Open Joints
Expansion Joints
30’-0" Max. (See Note 6)
»¿ ˘" 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
»
Construct the raised sidewalk level transversely and expansion joints plumb; do not
" Open Joint
forming of coping and/or raised sidewalk is not permitted.
Top of C-I-P
Raised Sidewalk.
g
n
i
p
tCo
s
a
c
e
"Pr
0
’
0
1
in Precast Coping
construct the raised sidewalk or C-I-P coping perpendicular to the roadway surface. Slip
3.
»¿to coincide with
When a 42" Vertical Shape Traffic Railing is used with a precast coping, increase
Bars 4C to Bars 5C or provide Bars 4C @ 4" spacing within 6’-0" of Expansion Joints.
2.
C-I-P Traffic Railing
(Precast Coping Shown, C-I-P Coping Similar) (Traffic Railing not Shown for Clarity)
RAISED SIDEWALK NOTES:
n*
o
i
t
c
g Se
n
i
p
d Co
n
ga
n
i
l
i
c Ra
i
f
f
a
r
tT
s
a
c
e
.Pr
n
"Mi
0
’
2
1
Traffic Railing
Top of Precast Coping
Provide Class II concrete for slightly aggressive environments or Class IV for moderately
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
Wall Panel (Typ.)
-3"
2’
7.
Joints and/or Begin or End Raised Sidewalk. V-Groove locations are to coincide with
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.
2" Cover M in.
Top of Retaining
Railing
Provide and install Preformed Expansion Joint Filler in accordance with Specification
Section 932.
Coping
C-I-P Buildup Concrete
(
1’
-0" M ax.
)
Top of recessed
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.
6.
Varies
Transfer Devices in accordance with Specification Section 350.
»¿5.
C-I-P Traffic
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
Precast
or extremely aggressive environments.
4.
Varies
C:
\d\projects\standards\structures\current\ready4release\2014BOOK\06120-1of3.
dgn
»¿˘" Expansion Joint Spacing ~ 30’-0" Min. (32" Vertical Shape), 60’-0" Min. (42" Vertical Shape), 90’-0" Max. (See Not
Field cut as necessary to maintain 2" minimum cover to the top of the buildup concrete.
Clearance
See Wall Company Drawings for number and spacing of Dowel Bars 4D.
Varies
sm 970re
10. Finish Sidewalks in accordance with Specification Section 522.
11. Work this Index with the following:
Index No. 422 - Traffic Railing - (42" Vertical Shape)
Bottom of
Dowels 4D (Typ.)
Precast Coping
(See Note 9)
Index No. 423 - Traffic Railing - (32" Vertical Shape)
12. The following Indexes contain details of the intersection of the retaining wall at approach
3:
52:
40 PM
slabs:
Index No. 20900 - Approach Slabs (Flexible Pavement Approaches)
Index No. 20910 - Approach Slabs (Rigid Pavement Approaches)
Retaining Wall (MSE Wall
PARTIAL ELEVATION VIEW
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".
VERTICAL SHAPE TRAFFIC RAILINGS
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
(Precast Coping & Raised Sidewalk Reinforcing not Shown for Clarity)
DESCRIPTION:
FDOT 2014
DESIGN STANDARDS
INDEX
WALL COPING WITH TRAFFIC RAILING/RAISED
SIDEWALK
SHEET
NO.
NO.
6120
1of 3
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
(
C-I-P or Precast Traffic Railing)
Gutter Line
(Alternate with Bars
(32" Vertical Shape shown)
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 1, Sheet 1)
(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.
C-I-P or Precast Traffic Railing
2’
-8" ~ 32" Vertical Shape
6" M in.
Bars 5S
Em bed.
Vertical Shape Pedestrian Railing)
Coping
UNIT
QUANTITY
CY/LF
0.095
» ¿
Bars 5B2 @
Expansion Joint Filler
1’-0" sp. (Typ.)
(Typ.)
Bars 5L @ 1’-0" sp.
Two Layers 30Lb. Roofing Felt
Varies
Optional extension for Precast Coping
2’
-3" Precast Coping
ITEM
b " Preformed
2" Min. Cover
6"
C:
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ESTIMATED QUANTITIES FOR PRECAST COPING
6"
Bars 5B1
3" Cover
» ¿
6"
M in.
1’
-1b "
NOTE: See Index No. 422 and Index No. 423, Railing End Detail for details.
(2" min.)
Dowel Bars 4D
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"
0.232
Spacing
(MSE Walls only)
Bars 5B1
1" Dowels
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"
b" Min. ~ 2b" Max.
Reinforcing Steel (C-I-P Raised Sidewalk) (Typ.)
Additional Reinf. @ Expansion Joints (Dowels)
3"
(Type Varies)
= 1’-4" (5B1)
Bars 5B
(See Note 7)
1
4"
5
»
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
NOTES:
1. Actual width varies depending on type of Retaining Wall used.
2. Match roadway curb shape (Type) and height. See Roadway Plans and Index No. 300. 5’-11" dimension is based
b " V-Groove (Typ.)
on a 32" Vertical Shape Traffic Railing with a Type D curb adjacent to a 6’-0" wide sidewalk. Adjust this
b" V-Groove (Typ.)
dimension as required for other curb types or transitions at Begin or End Retaining Wall.
sm 970re
3. See Index No. 422 and Index No. 423 for Bars 5S, 5T & 5X and Bullet Railing details. Adjust vertical dimension
of Bars 5T and 5X, see Reinforcing Steel Note 5.
»¿˘" Preformed Expans
»¿˘" Preformed Expans
4. Trim end of Bars 5T and 5X to clear construction joint for 42" Vertical Shape Traffic Railing.
Joint Filler
Joint Filler
5. At the Contractor’s option, mechanical couplers may be used to splice reinforcing. Complete details, including
3:
52:
42 PM
reinforcement lengths are required in the Shop Drawings. Mechanical couplers shall develop 125% of the bar
yield strength.
6. Contractor to maintain stability of precast coping prior to junction slab completion.
7. When the air gap between the precast coping extension and retaining wall exceeds 2b", fill gap with full
PRECAST COPING
depth Expanded Polystyrene to provide a maximum 2b" air gap.
C-I-P COPING
6/24/2013
DETAIL "B"
(Showing Locations of b " V-Grooves and
" Preformed Expansion Joint Filler)
LAST
REVISION
07/01/13
REVISIO N
VERTICAL SHAPE TRAFFIC RAILINGS
DESCRIPTION:
FDOT 2014
DESIGN STANDARDS
INDEX
WALL COPING WITH TRAFFIC RAILING/RAISED
SIDEWALK
SHEET
NO.
NO.
6120
2 of 3
REINFORCING STEEL BENDING DIAGRAMS - RAISED SIDEWALK
7’-9"
BILL OF REINFORCING STEEL
LENGTH
5B1
Bullet Railing
5B2
Gutter Line
Length as Required
Bars 5X @ 1’-0" sp.
C-I-P Traffic Railing
9’-6"/11’-6"
B2
5
AS REQD.
C
4
5’-5"
Precast Coping Option ~ 5’-5"
(See Note 7)
N/A
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
1" Dowel
Coping
1’
-1b "
1" DOWEL
Precast Coping ~ 3’-11"
(See Note 6)
(Alternate with Bars
5T) (See Note 2)
(42" Vertical Shape similar)
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)
Top of
Ft
/
2 Ft
0
:.
e
p
o
Sl
Coping
2" Cover
3’-9"
(Top & Sides)
6"
5
4C
(32" Vertical Shape shown)
(
6" M ax.
)(
See Note 1)
B1
9’-1"
Curb H eight Varies
5’-9"
6"
5
(
M in.
)
A
3" Cover
C-I-P Coping ~ 7’-3"
Transfer Devices at
Expansion Joints (Typ.)
8"
Expansion
Expanded Polystyrene (b" Side)
Joint Filler
6"
Spacing
BAR 5A
BAR 5L
Two Layers 30Lb. Roofing Felt
» ¿
90
1’
-10"
5 sp. @ 1’-0" = 5’-0"
Spacing
1" Dowels
Bars 5B2
Retaining Wall
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"
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".
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
»¿(1’-1˘" Max., 2" M
3"
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"
WWR must consist of deformed wire meeting the requirements of Specification Section 931.
45
M in.
Wall Panels
8. The Contractor may use Welded Wire Reinforcement (WWR) when approved by the Engineer.
M ax.
C:
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dgn
b " Preformed
6"
Bars 5L @ 1’-0" sp.
1" Dowel Load
(
C-I-P Traffic Railing)
RAILING
Precast Coping ~ 9’-6"
Precast Traffic Railing/Coping ~ 11’-6"
COPING/ COPING
3’
-6" ~ 42" Vertical Shape
C-I-P
42" Vertical Shape
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"
(0" min.,
»¿11˘" m
Coping
Expanded
Polystyrene (b")
ESTIMATED QUANTITIES FOR C-I-P COPING
6"
BUILDUP FOR STEPPED MSE WALL PANELS
sm 970re
ITEM
Concrete
UNIT
QUANTITY
CY/LF
0.326
AND C-I-P COPING
NOTES:
1. Match roadway curb shape (Type) and height. See Roadway Plans and Index No. 300. 6’-8" dimension is based
3:
52:
44 PM
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).
VERTICAL SHAPE TRAFFIC RAILINGS
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
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 2014
DESIGN STANDARDS
INDEX
WALL COPING WITH TRAFFIC RAILING/RAISED
SIDEWALK
SHEET
NO.
NO.
6120
3 of 3
Bars 5B2
b " V-Groove (Typ.)
b " V-Groove (See
2" Cover
Bars 5A @ 1’-0" sp.
Note 3 & Detail "C")
Sides (Typ.)
(tied to Bars 5L (Typ.)
Approach Slab
(See Note 8)
" Preformed
Expansion Joint Filler
2’
-2" M in.
b " V-Groove (Typ.)
Lap Splice
PRECAST COPING
Edge of
" Preformed
Precast
Expansion Joint Filler
Coping
C-I-P COPING
DETAIL "C"
(Showing Locations of b " V-Grooves and
Field cut reinforcing as required
" Open Joint
" Preformed Expansion Joint Filler)
" Open Joint
to maintain minimum cover (Typ.)
Spacing Bars 4P 5b "
1’-0" Spacing (Typ.) (See Note 4)
Coping
Bars 5B1
(tied to Bars 5U1) (Typ.)
Bars 5U1 @ 1’-0" sp.
(tied to Bars 4P) (Typ.)
2" Cover @
b " V-Groove Spacing
Bars 5L @ 1’-0" sp.
Bars 4P1 (Typ.)
in Precast Coping
30’-0" Max. (See Note 3)
2" Cover @
Open Joints
" Expansion Joint Spacing ~ 50’-0" Min., 90’-0" Max. (See Note 1)
Wall, Precast Coping/
Parapet or C-I-P Coping
PARTIAL PLAN VIEW
(Skewed Approach Slab Shown, Perpendicular Approach Slab Similar)
(Precast Coping Shown, C-I-P Coping Similar) (Concrete Parapet not Shown for Clarity)
PRECAST COPING/PARAPET AND SIDEWALK NOTES:
»
" Open Joint in
Precast Coping and
»
1. Provide Class II concrete for slightly aggressive environments or
" Open Joint in
Concrete Parapet
)
.
n
"Mi
0
’
5
t(
e
p
a
r
e Pa
t
e
r
c
n
g & Co
n
i
p
tCo
s
a
c
e
lPr
a
c
i
p
y
"T
0
’
0
1
Precast Coping and
Class IV for moderately or extremely aggressive environments.
Concrete Parapet
»¿2. Construct ˘" Expansion Joints in sidewalk and C-I-P coping plumb
to coincide with
" Expansion Joint
in Sidewalk
perpendicular or radial to the Gutter Line. Provide at 90’-0" maximum
Top of Precast
intervals as shown.
Concrete Parapet
3. Provide and install Preformed Expansion Joint Filler in accordance with
5. Spacing shown is along the Gutter Line.
Top of Retaining
Wall Panel (Typ.)
6. For Precast Coping only, Dowel Bars 4D are to extend 1’-0" above the top
of retaining wall panel. Field cut as necessary to maintain 2" minimum cover
and spacing of Dowel Bars 4D.
Parapet
Concrete
-3"
2’
to the top of the buildup concrete. See Wall Company Drawings for number
Top of C-I-P
Buildup Concrete
Coping
in the Concrete Parapet.
Coping
-0"
2’
Coping only, V-Groove locations are to coincide with V-Groove locations
Top of Precast
Precast
between ˘" Expansion Joints and/or Begin or End Sidewalk. For C
(
1’
-0" M ax.
)
provide at 30’-0" maximum intervals as shown. Space V-Grooves equally
»¿
Varies
4. Construct b" V-Grooves in sidewalk and C-I-P coping plumb and
Precast
Specification Section 932.
2" Cover M in.
C:
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dgn
Expansion Joints
Begin or End Retaining
7. Work this Index with the following:
Index No. 410 - Concrete Barrier Wall
3:
52:
46 PM
sm 970re
8. For C-I-P Coping only, work this Index with the following:
Bottom of
Index No. 820 - Pedestrian/Bicycle Railing.
Precast Coping
9. Finish Sidewalks in accordance with Specifications Section 522.
10. The following Indexes contain details of the intersection of the retaining
Clearance
Retaining Wall
Varies
(MSE Wall shown
wall at approach slabs:
Dowel Bars 4D
Index No. 20900 - Approach Slabs (Flexible Pavement Approaches)
(Typ.) (See Note 5)
other types similar)
Index No. 20910 - Approach Slabs (Rigid Pavement Approaches)
PARTIAL ELEVATION VIEW
(Precast Coping and Sidewalk Reinforcing not Shown for Clarity)
LAST
REVISION
01/01/11
REVISIO N
6/24/2013
(Precast Coping Shown, C-I-P Coping Similar)
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
WALL COPING/PARAPET WITH C-I-P SIDEWALK
SHEET
NO.
NO.
6130
1of 2
REINFORCING STEEL BENDING DIAGRAMS - COPING/PARAPET AND SIDEWALK
Coping Line
Sidewalk
5’-0" Min. Clearance
BILL OF REINFORCING STEEL
8"
Pedestrian/Bicycle Railing
1b "
Spacing Bars 4S1
MARK
SIZE
A
5
B1
5
9’-6"
B2
5
AS REQD.
D
4
2’-0"
L
5
P1
4
5’-5"
N/A
S1
4
9’-6"
N/A
U1
5
(Typ.)
1’-0" sp.
2’-2" Min.
(Typ.)
Lap Splice
Riding Surface
6" Sidewalk
See Detail "D"
Bars 5B1 (Typ.)
Top of Coping
9"
(See Note 5)
Bars 5L @
1’-0" sp.
Bars 5B2
Spread Footing (See
@ 1’-0" sp.
Index No. 410 for details)
Max. (Typ.)
Bars 5U1 @
1’-0" sp.
1’
-3"
Fill
3" 2 sp. @
10"–
Dowels 4D
COPING
COPING
VARIES
N/A
Varies
15 Max.
C-I-P Buildup Concrete
(Depth Varies ~ 1’-0" Max.)
"
(See Wall Company
(
b " Min. ~ 2b " Max.)
6"
Min.
TYPICAL SECTION THRU PRECAST COPING/PARAPET WITH C-I-P SIDEWALK
Drawings for Details)
6"
4S1
Precast Coping ~ 9’-6"
VARIES
BARS 5A, 5B1, 5B2 & 4S1
N/A
Panel width
+ 1’-0"
Smooth or
Min.
See Note 1
BAR 5L
Textured Face
BAR 5U1
BAR 4P1
of Wall
AND RETAINING WALL (MSE Wall Shown, other Wall Types Similar)
REINFORCING STEEL NOTES:
1. All bar dimensions in the bending diagrams are out to out.
Pedestrian/Bicycle Railing
2. All reinforcing steel at expansion joints will have a 2" minimum cover.
3. Lap splices for Bars 5B2 will be a minimum of 2’-2".
Concrete
4. For Precast Coping only, lap splice Bars 5L with Bars 5A. Lap splices will be a minimum
Barrier Wall
Coping
of 2’-2".
5. For C-I-P only, see Index No. 820 for Bars 4P and 4S.
Sidewalk ~ 5’-0" Min. Clearance
Gutter Line
6. The Contractor may use Welded Wire Reinforcement (WWR) when approved by the Engineer.
Bars 4P @
WWR must consist of Deformed wire meeting the requirements of Specification Section 931.
1’-0" sp.
Back of Concrete
C-I-P Concrete Parapet
Barrier Wall
(See Index No. 820 & Note 4)
(
Se
e No
t
e2
)
(Typ.)
Top of C-I-P Coping/Sidewalk
(Const. Joint Required)
Bars 5L @ 1’-0" sp.
1b "
Riding Surface
6" Sidewalk
See Detail "D"
(See Note 5)
Top of Coping
Barrier Wall
(Typ.)
Varies (2" Min.)
6"
15 Max.
Min.
3:
52:
48 PM
(Typ.)
It is the Contractor’s responsibility to
Seal with Poured
PRECAST COPING/PARAPET AND SIDEWALK NOTES:
Rubber or Low
1. Actual width varies depending on type of Retaining
Modulus Silicone
Sealant
(Top) & Expanded Polystyrene
minimum of 2" below the Stabilized
shown hatched (b" Side)
Wall used.
2. Match Cross Slope of Travel Lane or Shoulder.
3. Gradually deflect/displace Soil Reinforcement downward
as required. Soil Reinforcement is shown deflected
downward for illustrative purposes only and is not to
Sidewalk
scale. See Wall Company Drawings for details.
4. Concrete Parapet shown, Concrete Pedestrian/Bicycle
Railing (Index No. 825 & 826) similar. Complete
details and dimensions of Concrete Pedestrian/Bicycle
Varies (1’-3"
b " Preformed
Max., 2" Min.)
Expansion Joint Filler
Railing are required in the Shop Drawings.
5. Match cross slope of connecting sidewalk or as
shown in the Wall Control Drawings.
Two Layers 30Lb. Roofing Felt
ensure Soil Reinforcement is placed a
Retaining Wall Panel
(See Wall Company
DETAIL "D"
Drawings for Details)
Subbase.
TYPICAL SECTION THRU C-I-P COPING WITH C-I-P SIDEWALK
6/24/2013
5"
See Note 3
Bars 5B2
Stabilized Subbase
1’-0" sp. Max.
Spacing
sm 970re
Index No. 410 for details)
2’
-0"
Bars 5B2 @
Spread Footing (See
Recess
6"
45
Fill
1’
-3" M ax.
6"
10"–
Back of Concrete
"
2" Cover
C-I-P Coping
Sl
o
p
e Va
r
i
e
s
Varies
Roadway Pavement
3" M in.
Shoulder or
6"
C:
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dgn
Retaining Wall Panel
" Std.
Subbase.
Length as Required
N/A
7"
See Note 3
ensure Soil Reinforcement is placed a
minimum of 2" below the Stabilized
5B2
4"
Spacing Bars 5B1
It is the Contractor’s responsibility to
Precast Coping ~ 9’-6"
AS REQD.
VARIES
(1’-3" Max., 2" Min.)
(Typ.)
N/A
VARIES
Varies
Varies (2" Min.)
Stabilized Subbase
5B1
1’
-8"
(
Se
e No
t
e2
)
2’
-0"
Bars 5A @
6" 3"
2" Cover
C-I-P
2’
-7"
Bars 4S1
Sl
o
p
e Va
r
i
e
s
PRECAST
C-I-P Coping
2" Min. Cover (Typ.)
Recess
Barrier Wall
Roadway Pavement
1’
-0"
Back of Concrete
Precast Coping
2’
-3" ~ Precast
1’-0" sp.
Concrete Parapet
(
See Note 4)
Bars 4P1 @
Shoulder or
Precast Coping ~ Varies
1’
-8"
Barrier Wall
Precast Coping
3"
Concrete
Gutter Line
5A
LENGTH
Se
e No
t
e1
LAST
REVISION
07/01/13
REVISIO N
AND RETAINING WALL (MSE Wall Shown, other Wall Types Similar)
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
WALL COPING/PARAPET WITH C-I-P SIDEWALK
SHEET
NO.
NO.
6130
2 of 2
LIGHT PEDESTAL NOTES:
1. The pedestal and junction slab are designed to resist the following working loads from the light
pole applied at the top of the Pedestal:
6’-5" Min. (EJB Side) (See Note 9)
Axial Deadload
=
Wind load Moment about Transverse Axis (*)
=
40.60 kip-ft
Wind load Moment about Longitudinal Axis (*)
=
28.30 kip-ft
Dead load Moment about Longitudinal Axis (*)
=
1.690 kip-ft
Maximum Shear
=
1.380 kip
Torsion about Pole Axis
=
3.560 kip-ft
(*)
4’-6" Min. (See Note 9)
1.560 kip
- Axis refers to Bridge Axis.
2. See Index No. 21200 for anchor bolt design and notes.
3. The Contractor is responsible for ensuring the anchor bolt design is compatible with the light
Varies (Transition to
Varies (Transition to
1’-9" Thick Junction Slab)
1’-9" Thick Junction Slab)
pole base plate. Modifications to the anchor bolt design must be signed and sealed by the
Contractor’s Specialty Engineer and submitted to the Engineer for approval prior to construction.
Junction Slab
Junction Slab
7’-6" (Length of 1’-9" Thick Junction Slab)
4. Install Anchor Bolts plumb.
5. For conduit, EJB and expansion/deflection fitting details, see Utility Conduit
Detail Drawings.
12 Bars 4J & 4M1 (Top & Bottom) @ 8"–
6. The cost of anchor bolts, nuts, washers and anchor plates will be included in the Bid Price for
Light Poles. Include the cost of all labor, concrete and reinforcing steel required for construction
Bars 5B3
of the pedestals, EJB and miscellaneous hardware required for the completion of the electrical
system in the Bid Price for either the Traffic Railing or Concrete Parapet that the pedestal is
behind.
7. Field Cut Bars 4M2 as required to maintain clearance.
8. Anchor Bolt pattern orientation will be as shown.
& 4M1
9. Slip Forming Method of construction requires the Engineer’s approval within the limits shown.
10. Reinforcing shown for light pole pedestals is in addition to typical reinforcing for C-I-P Junction
Slabs and Raised Sidewalks.
11. Work this Index with the following as appropriate:
Index No. 6110
Index No. 6120
(See Note 5)
Construction
2 ~ 2" Conduits
12. For Estimated Quantities, see Sheet No. 3.
Gutter Line (shown)
or Front Face of
Concrete Parapet
1’
-8"
Joint
4G4 & 4G5 (
pairs)
Index No. 6130
»¿
Spacing for Bars
Bars 5B3 spaced @
Traffic Railing or
Concrete Parapet
1 ~ 1b " Conduit
912"
Bars 4H
Anchor Bolt Circle
2" Cover (Typ.)
1’-1b " (See Note 8)
2’
-6"
Bars 4M2 (See Note 7)
Bars 4G4 (pairs)
»¿ Light
3 sp. @
Bars 4G1 (pairs)
Bars 4G3 (pairs) (Typ.)
C-I-P Pedestal
6"
Bars 4G2 (pairs) (Typ.)
1’
-1b "
C:
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dgn
1’
-0"
Bars 4J
Coping
Bars 4G5 (pairs)
2 sp. @ 6"
sm 970re
2 sp. @ 6"
1’-1"
Spacing for Bars
5"
5 sp. @ 6"
5"
1’-1"
4G1, 4G2, 4G3 & 4M2
2’-6"
2’-6"
2’-6"
»¿ Expansion Joi
Junction Slab, Raised
3:
52:
50 PM
»¿ C-I-P Pedestal & Lig
4’-6" Min.
Sidewalk or Sidewalk
PLAN VIEW
6/24/2013
(Junction Slab reinforcing not shown for clarity)
LAST
REVISION
07/01/13
REVISIO N
(Junction Slab Shown, Raised Sidewalk or Sidewalk Similar)
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
COPING MOUNTED LIGHT POLE PEDESTAL
SHEET
NO.
NO.
6200
1of 3
9’-0b"
1’-6b "
5’-0"
2’-6"
1’-4b "
1’-1b "
C-I-P Traffic Railing (32" F-Shape Shown,
Other Traffic Railings Similar)
Coping
»¿ Light
Gutter Line (shown)
or Front Face of
Concrete Parapet
1b " Conduit
2" Conduits
Top of Junction Slab,
Bars 5V2 @ 8" sp.
Raised Sidewalk or
Sidewalk (See Note 4)
Top of C-I-P Coping
(See Note 6)
(Const. Joint Required)
Slope C-I-P Pedestal Surface
Shoulder or
Riding Surface
Roadway Pavement
Longitudinally with Profile Grade
"
(
Se
e No
t
e4
)
1
Bars 4G1 (pairs)
"
Elevation
(Typ.)
2’
-0"
6"
Bars 4G5
(pairs)
C-I-P Pedestal
6"
Bars 5B3
Spacing
Bars 4M1
4" Cover (Bottom)
@ 8" sp.
2" Cover (Top & Sides)
3"
Bars 4H1
Bars 5B3
1’
-9"
Bars 4H2
(
See Note 2)
C:
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dgn
Top of Coping
Bars 4G4 (pairs)
» ¿
1
Bars 5S (See Note 6)
Sl
o
p
e Va
r
i
e
s
Varies
Construction
»¿(1’-1˘" Max., 3" M
Joint
Bars 4M2 @ 6" sp.
Permitted
Bars 4J @ 8"– sp. (tie to Alternate Bars 4A
Bars 4G4 (pairs) (Typ.)
in Junction Slab) (See Note 3)
Retaining Wall
3" Min.
Two Layers 30Lb. Roofing Felt
(Type Varies)
Expanded Polystyrene shown
4 sp. @ 1’-0" = 4’-0"
Spacing
hatched (b" Each Side)
Bars 5B3
See
6"
Note 5
Smooth or
Textured Face
of Retaining Wall
TYPICAL SECTION AT LIGHT POLE PEDESTAL
(Traffic Railing Shown, Concrete Parapet Similar)
(Junction Slab Shown, Raised Sidewalk or Sidewalk Similar)
sm 970re
NOTES:
1.
Provide Concrete Class to match adjacent coping.
2.
For junction slabs, increase the 1’-0" depth dimension to 1’-9". For sidewalks
see Index No. 6130 for C-I-P Coping, but increase 6" depth dimension to 1’-6". The
minimum length of the Junction Slabs, Raised sidewalks and Sidewalks is
3:
52:
53 PM
30’-0", measured along the Gutter Line.
3.
Bars 4J are only required when pedestals are behind a Traffic Railing.
4.
Match the slope of the adjoining junction slab and shoulder or roadway pavement,
raised sidewalk or sidewalk.
Actual width varies depending on type of Retaining Wall used.
6.
See Index No. 6110 for Bars 5V2 and 5S.
LAST
REVISION
01/01/12
REVISIO N
6/24/2013
5.
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
COPING MOUNTED LIGHT POLE PEDESTAL
SHEET
NO.
NO.
6200
2 of 3
REINFORCING STEEL BENDING DIAGRAMS - LIGHT POLE PEDESTAL
5’-0" Max. (Left or Right)
5
7
7’-2"
G1
4
16
5’-8"
G2
4
4
4’-8"
G3
4
4
4’-2"
G4
4
6
8’-10"
G5
4
4
7’-4"
H1
4
3
9’-8"
H2
4
2
13’-8"
J
4
12
6’-0"
M1
4
12
5’-10"
M2
4
10
3’-8"
BAR 4H2
2’
-0"
Varies (Transition to
2’-7"
Minimum Limits of C-I-P Coping
2’-6"
4G1
2’-0"
4G2
1’-9"
4G3
3’-8"
4G4
2’-11"
4G5
ELEVATION VIEW
(Junction Slab Reinforcing & Bars 4J not Shown for Clarity)
(Traffic Railing Shown, Concrete Parapet Similar)
4G4 & 4G5
Junction Slab
4G1, 4G2 & 4G3
7’-6" (Length of 1’-9" Thick Junction Slab)
2’-7"
BAR 4H1
1’-9" Thick Junction Slab)
Junction Slab
2’-4"
4M1
5’-0"
4M2
2’-2"
(Junction Slab Shown, Raised Sidewalk or Sidewalk Similar)
1b " Conduit
4M 2
2’-6"
1’-9" Thick Junction Slab)
BARS 4G1, 4G2, 4G3,
Light Pole
Wire Screen
NOTES:
(See Spec. 649-6)
1. Field Cut Bars 4M2 as required to maintain minimum cover.
2" Conduit
Light Pole Base
4G4 & 4G5
(See Note 2)
REINFORCING STEEL NOTES:
Dia. M ax.
Leveling Nut
BAR 4M1 & 4M2
2. Maximum clearance between leveling nut and top of pedestal
will not exceed anchor bolt diameter.
Plate (Level)
1 ~ Bolt
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3"
–
Wall Coping
2’-7"
4M 1
2’-6"
Bottom of MSE
(See Note 1)
2’-4"
10"
2’-6"
Varies (Transition to
Bars 4M2
2’-7"
1’
-5b "
2" Cover (Top & sides)
BARS 5B3 & 4J
1’
-6"
Bottom of Thickened Junction Slab
7b "
(pairs) (Typ.)
4" Cover (Bottom)
@
Bars 4H1
Bars 4G4
Bottom of C-I-P Pedestal
6’-0"
2’
-7"
45 (Typ.)
Varies
Bars 4G5 (pairs) (Typ.)
2b "
Bars 4G3 (pairs) (Typ.)
Junction Slab
3 sp.
(pairs)
Coping)
Bars 4G1
Bars 4G2 (pairs) (Typ.)
Top of recess
& Bottom of
6"
Bars 4H2
2’
-3"
See Detail "A"
2" Conduit
(
C-I-P/Precast
1b " Conduit
(
C-I-P Pedestal)
Spacing Bars 4H
»¿
4J
2’
-0"
B3
2’
-7"
SIZE
2’
-7"
NO. REQD. LENGTH
MARK
»¿and Light
7’-2"
2’
-0"
Top of Traffic Railing
»¿ C-I-P Pede
5B3
2’
-7"
BILL OF REINFORCING STEEL
1. All bar dimensions in the bending diagrams are out to out.
2. Lap splices for Bars 4G1, 4G2 & 4G3 will be a minimum of 1’-4". Lap
splices for Bars 4G4 & 4G5 will be a minimum of 1’-8".
3. The Contractor may use Welded Wire Reinforcement (WWR) when
approved by the Engineer. WWR must consist of deformed wire meeting
ESTIMATED QUANTITIES
ITEM
the requirements of Specification Section 931.
UNIT
QUANTITY
Concrete (Pedestal)
CY
0.926
Concrete (Thickened Junction Slab)
CY
1.222
Reinforcing Steel
LB
349
Washer
Slope C-I-P Pedestal
(Typ.)
sm 970re
Surface Longitudinally
with Profile Grade
Anchor Plate
3:
52:
55 PM
Anchor Bolts
(The quantities above are for one C-I-P Light Pole Pedestal. The
concrete quantity for the thickened junction slab is based on a
6" increase in thickness and a 5" wide retaining wall panel.
Adjust thickened concrete quantity as required for raised sidewalks
and sidewalks.)
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
DETAIL "A"
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
COPING MOUNTED LIGHT POLE PEDESTAL
SHEET
NO.
NO.
6200
3 of 3
REINFORCING STEEL BENDING DIAGRAMS - DRAINAGE
»¿ Barrier Wall
BILL OF REINFORCING STEEL
»¿ Expansion Joi
10’-0" Min.
MARK
Sidewalk or Sidewalk,
C-I-P Coping and
12 ~ Bars 4S2 @ 8" sp.
Bars 5B2 (Field Cut as
8"
Junction Slab, Raised
REQD. SIZE
LENGTH
4b"
S2
12
4
3’-1"
S3
2
5
10’-0"
U2
8
6
VARIES
U3
4
5
12’-10"
6’-0"
Concrete Parapet
6"
A
Bars 5S3
1" Preformed Expansion
6"
Joint Filler (Typ. all Sides)
1’
-6"
Bars 5C (Top)
(Typ.)
1’
-6"
6"
Wall Inlet) (Typ.)
6"
required to clear Barrier
4b "
Traffic Railing or
STIRRUP BAR 4S2
Barrier Wall Inlet (Grate
Bars 5U3
5’
-0"
not shown for clarity)
1’-6"
(See Index No. 218 for
5’-9"
1’-6"
Varies
details)
BAR 5S3
2" Cover
(Typ. all Sides)
3’
-7"
Bars 4L (Bottom)
(Typ.)
1’
-9"
Gutter Line
Bars 4A (Top)
5’-8"
(Typ.)
A
C:
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dgn
BAR 5U3
Bars 5S
Coping
Bars 5V2 (Typ.)
BAR 6U2
REINFORCING STEEL NOTES:
8 ~ Bars 6U2
Bars 6U2
1. All bar dimensions in the bending diagrams are out to out.
@ 8" sp. (See Note 1)
2. All reinforcing steel at open joints will have a 2" minimum cover.
3. See Index Nos. 6110, 6120 & 6130 for Bars 4A (or 5A), 5B, 5C and 4L (or 5L).
PLAN VIEW
4. The Contractor may use Welded Wire Reinforcement (WWR) when approved by the
(Junction Slab Shown, Raised Sidewalk Similar)
Engineer. WWR must consist of Deformed wire meeting the requirements of
Specification Section 931.
7’-0b" (See Note 2)
NOTES:
Gutter Line
Bars 5V2
(32" F-Shape shown,
(See Note 4)
42" F-Shape similar)
and Grate (See
for details)
Top of C-I-P Coping
4
"
1
"
Const. Joint Required
15 ~ Bars 4S2 @ 6" spacing for Raised Sidewalks).
3" Cover
4"
Em bed.
7"
6" M in.
3. Actual location & width vary depending on type of Retaining Wall used.
See Note 5
6"
Coping
Bars 5U3 (Rotate as required
Bars 6U2
6"
to clear junction slab reinforcing)
Bars 5B2
Bars 5B2 (Typ.)
4"
sm 970re
@ 8" sp.
1" Preformed Expansion
Joint Filler (Typ.)
4" Cover (Bottom)
3:
52:
57 PM
4. See Index No. 6110 for Bars 5V2 and 5S.
5. Two Layers 30Lb. Roofing Felt (Top) & Expanded Polystyrene shown hatched
(b" Each Side).
»¿6. Locate Barrier Wall Inlet a minimum of 10’-0" away
»¿
Expansion Joints in Junctions Slab, Raised Sidewalk or Side
C-I-P Coping and Traffic Railing or Concrete Parapet.
7. Work this Index with the following as appropriate:
Index No. 6110
Index No. 6120
Index No. 6130
Retaining Wall (MSE Wall
Compacted Sand
2" Cover (Top & Sides)
Shown, other Wall Types Similar)
2" Cover
2" Cover
See
SECTION A-A
6/24/2013
for C-I-P Raised Sidewalk and Sidewalks.
Bars 5B2
Bars 4S2 @ 8" sp.
Bars 5S3
2. Dimensions shown are for junction slab. Increase width as required
Spacing
Bars 5S (See Note 4)
1’
-0"
Junction Slab. For C-I-P Raised Sidewalks or Sidewalks, match bar
spacing and size shown in Typical Sections (i.e., 11 ~ Bars 5U2 and
2’
-3"
Index No. 218
Riding Surface
1. Spacing shown is along the Gutter Line. Spacing shown is for C-I-P
Recess
Barrier Wall Inlet
» ¿1
0˘ "
(See Note 2)
Roadway Pavement
C-I-P Traffic Railing
Varies (
10 "
Shoulder or
1’-6b " Min.
M ax.
, 3" M in.
)
4’-5b "
1’-0b"
SECTION THRU JUNCTION SLAB, BARRIER WALL INLET AND RETAINING WALL
6"
Note 2
LAST
REVISION
07/01/13
REVISIO N
(Junction Slab Shown, Raised Sidewalk Similar)
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
JUNCTION SLAB AT DRAINAGE INLET OPENINGS
SHEET
NO.
NO.
6201
1of 1