FDOT DESIGN STANDARDS FY 2012/2013 1

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:
Backwall
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.)
*D
key
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06010-1of2.
dgn
*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 by the Engineer
TYPICAL SECTION
NOTES
DESIGN SPECIFICATIONS:
BENDING DIAGRAM
Design according to FDOT Structures Manual (current edition).
MATERIALS:
Total Length
All reinforcing steel shall conform to ASTM A615 Grade 60.
1’-0" Lap Splice (Typ.)
SURFACE FINISH:
A Class 5 Applied Finish Coating shall be applied to the top of the wall and the exposed face above ground line.
ARCHITECTURAL SURFACE TEXTURES:
BARS G1
Alternate Architectural Surface Textures may be substituted for the Striated Pattern shown when approved by the Engineer.
Concrete required for Architectural Surface Textures is not included in the quantities.
1
TRAFFIC RAILING BARRIER:
rd960rh
and Barrier Open Joints shall align.
A
If there is a Traffic Railing Barrier on the wall, Wall Joints and Barrier V-Grooves shall align and Wall Expansion Joints
Slope
Backwall
A
FOUNDATION: Prepare the soil below the footing in accordance with the requirements for spread footings in Specification
90
Section 455.
9:
34:
41 AM
PAYMENT:
All Retaining Wall costs, including all miscellaneous costs, shall be paid for at the unit contract price for
B
B
either Class II, III or IV Concrete (Retaining Walls) (CY) and Reinforcing Steel (Retaining Walls) (lbs.).
Retaining Wall quantities shall not include concrete nor reinforcing steel for Traffic Railings/Junction Slab.
12/30/2011
Traffic Railing/Junction Slab shall be paid for under Concrete Traffic Railing Barrier with Junction Slab.
BARS J & K
BARS M
NOTE:
LAST
REVISION
01/01/11
REVISIO N
All bar dimensions are out-to-out
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
C-I-P CANTILEVER RETAINING WALL
NO.
6010
SHEET
NO.
1
**Wall joint spacing 25 ft. maximum.
At minimum, every fourth wall joint
to be an expansion joint.
**Wall Joint Spacing
W
»¿˘" V-Groove across top and
See Plans for actual wall joint spacing
»¿˘" x ˘" chamfers (
front face of wall at joint (Typ.).
and expansion joint location.
Extend V-Groove down back of wall
6"
to 6" min. below ground.
shall receive a Class 5
6"
All exposed wall surfaces
(see ’V-Groove Detail’)
A
Applied Finish Coating
»¿˘" V-Gr
(see ’V-Groove Detail)
Wall Joint
B
B
A
(required at footing step)
Thickness of form liner
(including striations)
Ground Line
6"
(keyway not required)
consist of uniform vertical
»¿˘" V-Gr
6"
»¿grooves of ˘" t
See ’Detail A’
At Contractor’s option,
See ’Typical Backfill Detail’
6"
1’-0"
(see ’V-Groove
depth and spacing
Detail’)
D
10 ft. max. spacing (Typ.)
V
(including striations)
Striated Surface shall
3" PVC Drain Pipe at
step
Thickness of form liner
Level (Typ.)
D
Top of Footing
Const. Joint permitted
Top of Footing
SECTION A-A
(
2’
-0" M ax.
)
6"
Striations may terminate at
6" min. below ground line
Traffic Railing (Index No. 420,
32" F-Shape shown, see Plans
Wall Joint
Stem Offset
(paired with
for Traffic Railing type)
Bars G1)
Junction Slab (See
Vertical Line
Index Series 6100)
Top of
DETAIL A
SECTION B-B
Front Face
CIP Wall
of Wall
-3"
9" 1’
45 (Typ.)
Stem Offset (in.) = H(Ft.)/16
H
»¿ Wall
Front Face
»
of Wall
6"
1 b"
»¿˘" V-Groove (T
4"
»
Bars D @ 1’-0"
9
"
» ¿
(see ’V-Groove Detail’)
(Max. spacing)
4"
STEM OFFSET VALUES
» ¿*
V-GROOVE DETAIL
Front Face
of Wall
»
( for H < 20 Ft.)
TRAFFIC RAILING/JUNCTION SLAB DETAIL
»¿
Varies
Backfill layers to be sloped both
for 32" Vertical Shape Traffic Railing, see Index No. 423;
transversely and longitudinally as
for 42" Vertical Shape Traffic Railing, see Index No. 422)
»¿
necessary to drain and prevent
See Roadway Plans for
Backfilling shall comply with
drainage requirement
FDOT Specifications.
(field bend)
TYPICAL CORNER JOINT DETAIL
WALL JOINT DETAIL
ponding during backfilling.
Front Face of Wall
9"
Bars D
s
ie
r
a
V
(32" F-Shape Shown, other Traffic Railings similar)
(for 32" F-Shape Traffic Railing (as shown), see Index No. 420;
Varies
H eight Varies
Stem as constructed
"
4
*Key to stop at top of footing and 6" from top of wall.
Joint across footing and top of wall to be straight line.
3" PVC Drain Pipe. Slope down
b" from back to front of wall
»¿ Wall
Front Face
and extend b" beyond both
1 b"
of Wall
front face and back face of wall.
» ¿
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06010-2of2.
dgn
Top of Coping
Optional Shear Key
Bars R
FRONT ELEVATION
»
b" Preformed Joint Filler
Bars D @ 1’-0"
(Max. spacing)
Excavation shall comply with
» ¿*
FDOT Specifications.
Final Groundline.
4"
rd960rh
1" Cl.
Plastic sleeve
»
»
shall be covered with 1.0
Place geotextile fabric, meeting requirements of FDOT Specification
square foot of galvanized
985 and Type D-3 of Index No. 199, around the perimeter to
»¿mesh with ˘" open
prevent fill from washing out.
01/01/11
REVISIO N
LAST
»¿
9"
Geotextile fabric, 1’-0" wide and full height of fill,
meeting requirements of Specification 985
and Type D-5 of Index No. 199.
EXPANSION JOINT DETAIL Apply
TYPICAL BACKFILL DETAIL
REVISION
Varies
graded and placed to allow free drainage.
12/30/2011
9:
34:
41 AM
Drain shall be continuous 1.5’ x 1.5’ clean, broken stone or gravel,
Inside ends of weep holes
an adhesive approved by the Engineer to
the back of wall for attachment of fabric material.
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
C-I-P CANTILEVER RETAINING WALL
NO.
6010
SHEET
NO.
2
S
lo
p
e
V
a
a
x
r
.
1 ie
:1 s
8"
(Typ.)
HEIGHT
8"
Varies
6"
3" Cl.
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
3. Reinforcing steel shall be ASTM A615, Grade 40 or 60
ASTM A497 Deformed Welded Wire Reinforcement (WWR) may be
substituted on an equal area basis. Do not increase bar/wire
(Typ.)
4’
0.32
0.47 (0.65*)
0.43
6 (7*)
Yes
5’
0.43
0.65 (0.85*)
0.60
7 (8*)
Yes
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.)
spacing for Grade 60 reinforcing steel or WWR.
Ground
1" Cl.
Varies
One layer
General Note 5)
1’
-0"
»
(
Joint Seal, see
» ¿
9"
M ax.
»¿
STEEL
2. Concrete for Gravity Wall shall be Class NS per Section 347.
provided at the max. spacings shown. ASTM A185 Smooth or
Bar A
Keyway
Bar B
2
SCHEME
as the reinforced concrete retaining wall.
HOLES
1’
Varies
3" Cl.
SCHEME
1
4b"
Surface
»
SCHEME
Joint Seal
H eight (
5’
-0" M ax.
)
General Note 5)
1’
-0"
(
Joint Seal, see
3" Cl.
(
Typ.
)
9"
M ax.
1’
-6" sp.
Bars B @
(
30’M ax.
)
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.
Roofing Paper
7.
6" Cl. (– 2"
Prepare Foundation Per
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
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
Live Load Limit
(See Plans)
with wall heights > 3’,
then 2’-0" Min.)
Slopes up
to Max. 1:1
to Max. 1:1
1’-0" For Slopes = 1:1b
2’-0" For Slopes > 1:1b
5
12
H eight
steeper than 1:2
Slopes up
(
5’M ax.
)
(Except for slopes
H eight
1’-0" Min. to SHW
(
5’M ax.
)
Note 4
1’-0" Min. to SHW
for Wall Height = 2’-0"
2’-0" Min. to SHW
9
H eight + Toe Depth - 9"
See General
Wall Joint spacing - 4"
Junction Slab (See
Top of
(29’-8" Max.)
Index Series 6100)
Coping
1’
-3"
when required
H eight (
5’M ax.
)
Soil Reinforcement
Note 4
BAR A
9
9"
12
for Wall Height > 2’-0"
1’-0" Min.
.
R
See General
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
"
1
rd960rh
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06011-1of1.
dgn
(Typ.)
9:
34:
42 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
BAR B
1. All bar dimensions are
out to out.
LAST
REVISION
01/01/11
REVISIO N
12/30/2011
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 DESIGN STANDARDS
FY 2012/2013
2. Lap splices for Bars A
C-I-P GRAVITY WALL
NO.
6011
SHEET
NO.
1
C-I-P Traffic Railing
NOTES
Limit of Class 5
Applied Finish Coating
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:
a. Florida Department of Transportation (FDOT) "Structures Design Guidelines",
Current Edition.
b. American Association of State Highway and Transportation Officials (AASHTO)
"LRFD Bridge Design Specifications", Current Edition.
c. AASHTO-AGC-ARTBA Task Force 27 (Ground Modification Techniques),
"Insitu Soil Improvement Techniques", January 1990.
9.
All exposed concrete surfaces will receive a Class 5 Applied Finish Coating
C-I-P Junction Slab
Top of
in accordance with Specification Section 400. Refer to Typical Section on
this sheet and the following notes for limits of applied finish:
a. The inside, backside and top of Traffic Railings and Pedestrian/Bicycle
Railings.
Concrete Coping
b. Exposed surfaces of coping on top of retaining wall. Other coatings,
colors or textures will be applied as required in the Wall Control
Drawings.
Soil Reinforcement (Typ.)
10. For concrete facing panel surface treatment, see Wall Control Drawings.
Extend surface treatment a minimum of 6" below final ground line.
Surface treatment when
DESIGN CRITERIA:
retaining wall, unless a method to protect the structure, acceptable to both
required (See Construction
1. Design is based on the assumption that the material contained within the
the Engineer and Wall Company, is proposed and approved in writing. The
Note 10)
reinforced soil volume, methods of construction and quality of prefabricated
portion of piles or drilled shafts extensions within the soil volume will be
materials are in accordance with Specification Section 548 and Chapter 3
wrapped with polyethylene sheeting in accordance with Specification
of the FDOT Structures Design Guidelines.
Section 459.
12. 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
of the Engineer of Record.
4. If there are manholes and/ or drop inlets present, design and analysis for both
internal and external stability shall be considered.
1’-0" Min.
4’-0" Min.
the factored bearing resistance of the foundation for that specific wall location.
stability design, including foundation and slope stability, is the responsibility
Limits of
Soil Volume
maximum factored bearing pressure shown for the wall does not exceed
3. The Wall Company is responsible for internal stability of the wall. External
Proposed Final
Ground Line
(i.e., piles, pipes, manholes, drop inlets, etc.).
13. Steps in leveling pads will occur at MSE Wall panel interfaces. Panels will not
cantilever more than 2" past the end of the upper tier leveling pad.
Top of
14. The top of the leveling pad or footing will be 2’-0" minimum below final
Leveling Pad
ground line.
2’-0" Min.
Elevation
15. Top of leveling pad elevations shown in the Wall Control Drawings are maximum
SOIL PARAMETERS:
elevations. The constructed leveling pad elevations may be deeper based on
1. See Wall Control Drawings for soil characteristics of foundation material to be
the panel layout shown in the shop drawings.
on the actual soil characteristics utilized at the site.
Concrete Leveling Pad
Concrete Facing Panels
TYPICAL MSE RETAINING WALL SECTION
than half the height of a standard panel.
WITH A TRAFFIC RAILING
17. Work this Index with Index 6100 & 6200 Series.
(Showing Limits of the Reinforced Soil Volume)
MATERIALS:
SHOP DRAWING REQUIREMENTS:
1. Concrete Class: See Wall Control Drawings.
See Specification Section 548 for shop drawing requirements.
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
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
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
rd960rh
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:
34:
46 AM
Interior Face of
16. The height of panels in the bottom course of MSE Walls must not be less
C.
I.
P.
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06020-1of1.
dgn
used in the design of the wall system.
2. The Contractor will provide soil design parameters for backfill material based
Roadway Pavement
6100)
11. Drive piles located within the soil volume prior to construction of the
2. It is the responsibility of the Engineer of Record to determine that the
Shoulder or
(See Index Series
Coping Elevation
(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
12/30/2011
superelevation and/or soil mixing are anticipated.
REVISION
01/01/12
REVISIO N
GENERAL NOTES AND DETAILS
LAST
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PERMANENT MSE RETAINING WALL SYSTEMS
NO.
6020
SHEET
NO.
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:
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06030-1of1.
dgn
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
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
9:
34:
47 AM
rd960rh
Retaining Wall
TEMPORARY TRAFFIC RAILING
12/30/2011
PLACEMENT DETAIL
LAST
REVISION
01/01/11
REVISIO N
GENERAL NOTES AND DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
TEMPORARY MSE RETAINING WALL SYSTEMS
NO.
6030
SHEET
NO.
1
Bulkhead Cap
SHEET PILE DESIGN CRITERIA AND NOTES
(See Bulkhead Plans
for actual Cap outline)
DESCRIPTION:
This Design Standard includes details for three types of piles with two thicknesses.
Types "B" and "C" piles (corner piles) are of reinforced concrete construction, and Type "A" is of prestressed
Compacted Fill
of the contract documents.
(
M in.
)
1’
-0"
concrete construction. The piles shall be manufactured, cured and installed in accordance with the requirements
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 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 "B" & "C"
Bottom of Dim. X
Pick-up, Storage and Transportation:
Minimum compressive strength f’ci = 4000 psi required.
and Filter Fabric
ENVIRONMENT:
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06040-1of4.
dgn
The pile designs are applicable to all Environments.
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 "B" & "C"
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 "A"
Type "C"
Starter Pile
Type "B"
Plastic Filter Fabric
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
rd960rh
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
9:
34:
48 AM
0.21 L
DETAIL "A"
0.58 L
0.21 L
L
PILE STORAGE AND TRANSPORTATION SUPPORT DETAILS
12/30/2011
(Section Taken Below Dimension X)
LAST
REVISION
01/01/11
REVISIO N
NOTES AND DETAILS
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST CONCRETE SHEET PILE WALL
NO.
6040
SHEET
NO.
1
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
BAR A
4b "
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"
2’-2"
S4
DIMENSION B
B
A
"
1’-9b "
S3
A
Varies
1’-11
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
Spaced at 1’-0" Maximum
3 "
6 sp. @ 4"
1-PIECE
BAR S
Spacing for
Bars S
NOTES:
TYPICAL PILE
1. Intermediate Prestress Strands not shown in Elevations and Sections.
T(in.)
Y(in.)
11"
X
10
»
Z(in.)
3.
12
»
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
as shown in the Bar Bending Diagram.
5. The Contractor may use Deformed Welded Wire Reinforcement conforming to
4
(Typ.)
specification ASTM A497 in lieu of Bars A and Bars S if the wire size and
spacing provide the same area of reinforcing steel per foot as the Bars shown.
10"
2 "
D
(Typ.)
Bars A
(
Strands)
(Typ.)
Bars S2
3" Cover
n sp. @
D
Bars S1
3" Cover
T
See Detail "D"
2’
-6"
2 "
n sp. @
"
1’
-0
2’
-6"
Bar S7
Bar S6
Bars A
n sp. @
S2
See Detail "E"
2’
-6"
Bars
S3
(
Strands)
Strand(S)
Bars
D
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
STARTER PILE
3
b" 2
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
9:
34:
49 AM
T=12 in.
n
D
(in.)
3
5
2
4
TOTAL # OF
STRANDS
"
Y
Z
b"
b"
4"
3"
2"
2 "
SECTION C-C
Z
b"
* STRESS
SECTION
MODULUS (in.‡)
(psi)
14
500
1150
10
500
1160
16
720
1100
12
720
1160
2 "
MAXIMUM
"
SECTION B-B
2"
rd960rh
STRAND DIA.
2"
Spacing for
Bars S
Wall
Cover
4b "
7"
B
Cover
2 ~ Bars A
C
Cover
Bars A
2"
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06040-2of4.
dgn
2. All bar dimensions are out-to-out.
SHEET PILE DIMENSIONS
L
12/30/2011
* Unit Prestress after losses.
DETAIL "D"
DETAIL "E"
(Typical Tongue)
(Typical Groove)
LAST
REVISION
01/01/11
REVISIO N
TYPE "A" STANDARD SECTION
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST CONCRETE SHEET PILE WALL
NO.
6040
SHEET
NO.
2
L
See Detail "D"
Slope only on tongue side
11" Slope is to
11"
this point
C
T
X
2’-2"
Bars A3
B
Bars A1
Bars A2
7"
Bars A2
A
Bars A1
Bars A2
Bars A1
Bars A3
Bars A3
"
-3
1’
Bars A3
Bars S3
Bars A4
S2
Bars A3
Bars A4
Bars A4
S1
4"
Bars S1
Bars A4
Bars S2
Bars A4
Pick-up Strand(s)
Bars A4
Bars A4
Bars A4
Bars A4
Bars S4
Bars A4
Bars A4
1’
-3
"
Bars A4
3" Cover (Typ.)
3" Cover
(Typ.)
SECTION A-A
T
A
Bars A4
B
C
SECTION B-B
T
10"
bT
VIEW C-C
4 "
6 sp. @ 4"
Spaced @ 1’-0" Maximum
6 sp. @ 4"
3 "
R2
R3
R4
R5
"
1’-6b "
2b "
5"
S2
1’-1b "
9
"
1’-8
2b "
4b "
"
4
"
5b "
R7
R8
5b "
4 "
5
4 "
"
BAR MARK
R1
S1
11b "
S2
30
1’-1
"
2"
R3
R4
10"
1’-6"
3b "
R5
R6
7"
10"
1’-8 "
3b "
6b "
»¿
1’-5
2"
7"
4
R7
R8
"
5
"
6"
5 "
5
"
6"
4
4b "
T (in.)
30
S3
S4
11 "
4 "
S1
11b "
8"
S2
1’-1
1’-6"
8"
11 "
"
8"
1’-1
"
1 "
1
1’-5
"
4"
1’-4"
4"
"
5"
4b "
4b "
5"
3
5b "
4b "
"
6b "
S3
11b "
"
2b "
6 "
S4
11b "
4"
1’-1 "
2 "
7"
8"
4"
S1
1’-0"
8b "
1’-3 "
5 "
7b "
8"
7b "
5"
3
"
2b "
8 "
6 "
8b "
5 "
S2
1’-2 "
8b "
1’-5b "
5 "
6b "
7 "
5b "
S3
1’-0"
7"
1’-4"
3"
7b "
6
7"
S4
1’-0"
3b "
4"
45
7 "
"
8b "
5 "
S3
11b "
6
"
1’-4"
S4
11b "
3b "
1’-0"
3"
S1
1’-0"
6"
1’-0
"
5 "
S2
1’-2"
6"
1’-2
"
5 "
S3
1’-0"
4
1’-1b "
3 "
6"
S4
1’-0"
2b "
10"
4b "
6"
5b "
5b "
6
6
"
"
"
7"
7 "
6"
4
"
11
"
3
"
7b "
5"
3b "
9"
7 "
10 "
3"
S1
1’-0b "
6 "
11
"
7"
8
10b "
3"
S2
1’-2
6 "
1’-2"
7"
5 "
S3
1’-0b "
5"
1’-1b "
4"
8"
8"
9"
7"
7b "
S4
1’-0b "
2b "
9b "
5b "
8"
5b "
4 "
9 "
"
"
8"
6
"
6
"
8"
10
"
4"
10
"
4"
Y (in.)
Z (in.)
12
3
4
3
4
b"
Z
b"
4"
bT
Z
3b "
5"
10
3"
45
2 "
SHEET PILE DIMENSIONS
Bars A1 or A4
"
R2
Bars S
Bars A2
STIRRUP DIMENSIONS (T = 12")
R6
9
b"
2
bT
T
60
60
"
8
8"
5
"
4"
"
DETAIL "D"
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.
R3
R1
R3
R3
R1
dimensions may be interpolated or extrapolated from the stirrup dimensions shown.
R1
rd960rh
R1
11 "
Y
"
2"
Co
ve
r
BAR BENDING DIAGRAMS
S1
2
2"
r
ve
Co
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06040-3of4.
dgn
(TYPE "B" PILE)
BAR MARK
» ¿
b"
Bars S
ELEVATION
STIRRUP DIMENSIONS (T = 10")
bT
Y
Spacing for
Varies
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
12/30/2011
R7
"
0
’1
9:
34:
50 AM
6. At the Contractor’s option Bars S may be fabricated as a 2 piece bar with
45
R7
R8
BAR A2
a minimum lap length of 1’-6", as shown in Bar Bending Diagrams.
7. If Type "B" 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.
9. For Dimensions L, X and Angle , see Sheet Pile Data Table in Structures Plans.
1 - PIECE
2 - PIECE
BARS S3 & S4
TYPE "B" - VARIABLE ANGLE CORNER PILE
LAST
REVISION
01/01/11
REVISIO N
BARS S1 & S2
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST CONCRETE SHEET PILE WALL
NO.
6040
SHEET
NO.
3
here if T=12"
B
C
D
See Section C-C
Bars A1
2 ~ Bars A2
10"
A
Bar A4
T
(Typ.)
Bars S3
** Bar A4
T
Bar A5
1’
-9"
Bar A5
1’
-8"
1’
-9"
Bars S1
1’
-8"
T
S2
* Bar A4
* Bar A4
Bars S4
Section C-C
3" Cover
Bars A1
Bars S5
See
2"
X
(
Typ.
)
2’-2"
Bar A6
Pick-up
Bars A2
** Bar A4
Bar A6
T
"
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
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
* This Bar A4 shall be 1’-2" shorter than other A4 bars for T = 12".
(TYPE "C" PILE)
Bars A2
** This Bar A4 (not shown in elevation) is included only if T = 12".
T
"
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
rd960rh
"
"
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\2012book_draft\06040-4of4.
dgn
Bar A4
3
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 "C" pile is used as a Starter Pile show tongue on both sides of
9:
34:
51 AM
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.
12/30/2011
SECTION D-D (T=12")
6. For Dimensions L and X see Sheet Pile Data Table in Structures Plans.
LAST
REVISION
01/01/11
REVISIO N
TYPE "C" - RIGHT ANGLE CORNER PILE
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
PRECAST CONCRETE SHEET PILE WALL
NO.
6040
SHEET
NO.
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
* 2" Min. Cover (Typ.)
Retaining Wall Panel) (Typ.)
** 3" Min. Cover (Typ.)
Drainage Ditch when
Coping
Bars 4A (follows
Bars 4U1 @ 1’-6" Max.
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:
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06100-1of2.
dgn
1.
Provide Class II concrete for slightly aggressive environments
or Class IV for moderately or extremely aggressive environments.
C-I-P COPING - PARTIAL ELEVATION VIEW
2.
SECTION A-A
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.)
» b " Open Joint
Control Drawings
Bars 4U2
* For Slightly and Moderately
Bars 4A
Aggressive environments
for details)
(Typ.)
" Chamfer (Typ.)
** For Extremely Aggressive
environments.
2’
-0"
2" Cover
Min.
1’
-3"
Buildup Concrete
B
required (See Wall
Wall Panel (Typ.)
2" Cover
Varies
Coping
(
1’
-0" M ax.
)
Top of Precast
Drainage Ditch when
** 3" Min. Cover (Typ.)
Top of Retaining
)
.
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
rd960rh
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
9:
34:
52 AM
Drawings for Details)
SECTION B-B
PRECAST COPING
LAST
REVISION
01/01/12
REVISIO N
12/30/2011
PRECAST COPING - PARTIAL ELEVATION VIEW
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
MSE WALL COPING (PRECAST OR C-I-P)
NO.
6100
SHEET
NO.
1
REINFORCING STEEL BENDING DIAGRAMS - PRECAST AND C-I-P COPINGS
BILL OF REINFORCING STEEL
MARK
SIZE
LENGTH
LENGTH
* S or M
* E
Dim. B
REINFORCING STEEL NOTES:
* 2" Min. Cover (Typ.)
1. All bar dimensions in the bending diagrams are out to out.
** 3" Min. Cover (Typ.)
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
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 when approved by the Engineer. Welded Wire
for details)
(Typ.)
Chamfer (Typ.)
Reinforcement will conform to ASTM A 497.
Recess Varies
Varies
(1’-3" Max., 2" Min.)
2’
-0"
* S = Slightly Aggressive
Panel width + 4"
Panel width + 3"
U2
4
Panel width + 8"
Panel width + 6"
4
U3
Varies
Panel width + 3"
Dowel Bars 4D
Varies
(See Note 2, Sheet 1)
Ground
Line
6"
required to maintain
2" minimum cover
DOWEL BAR 4D
BARS 4A & 4B
BAR 4U1
BAR 4U2
BAR 4U3
6"
Min.
2’
-0" M in.
* 1’
-8"
Field cut as
** 1’
-6"
* 1’
-8"
Length as Required
4B
** 1’
-6"
Length as Required
2’
-0"
4A
Panel width + 4"
E = Extremely Aggressive
Varies
4
* 8" M in.
U1
** 6" M in.
M = Moderately Aggressive
(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
wall, use this similar C-I-P coping for short portions between precast
coping units. This C-I-P coping may also be used for vertical copings.
Dim. C
* For Slightly and Moderately
Aggressive environments
Top of Coping
Top of Retaining
* 2" Cover (Top & Sides)
Wall End Panel
** For Extremely Aggressive
** 3" Cover (Top & Sides)
C
3
4"
Retaining Wall
Spacing
Bars 4A (follows Slope
of C-I-P Coping Enclosure)
Bars 4B (Horizontal) (Field
cut as required to maintain
Chamfer (Typ.)
Bars 4B
Begin or End
environments.
Panel width
minimum cover)
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
9:
34:
53 AM
(Bottom)
3" Min. Overlap
412"
rd960rh
6"
Wall End Panel
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:
\d\projects\standards\structures\current\ready4release\2012book_draft\06100-2of2.
dgn
Note: When precast coping units do not fit the entire length of the retaining
MSE Wall Shown
SECTION C-C
Varies
LAST
REVISION
01/01/12
REVISIO N
12/30/2011
C-I-P COPING ENCLOSURE DETAIL
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
MSE WALL COPING (PRECAST OR C-I-P)
NO.
6100
SHEET
NO.
2
1" Dowel Load Transfer
Devices (See Typical Sections
Top of
for details)
Junction Slab
Expansion Joint (See
Bars 5C @ 8" sp.
Bars 5B2
4 ~ Bars 5F
b" V-Groove (See
2" Cover
(tie to Bars 4A)
Note 7 & Detail "A")
Sides (Typ.)
(Typ.)
Bars 4A @
"Expansion Joint Detail"
1" Dowel Load
this sheet and Detail "A")
Transfer Devices
4" (Typ.)
(Top of Slab)
Approved metal
(Required only
or fiber cap
when Junction
Slab is skewed)
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
" Open Joint
to maintain minimum cover (Typ.)
Bars 5V2 (Typ.)
Bars 5S
Coping
Bars 5B1
in Precast Coping
8" Spacing (Typ.) (See Note 1 & 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., 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
Top of Precast Coping
Railing
Provide Class II concrete for slightly aggressive environments or Class IV for moderate or extremely
Top of C-I-P
aggressive environments.
Buildup Concrete
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 Transfer Devices in accordance
Top of Retaining
with Specification Section 350.
»¿5.
Wall Panel (Typ.)
Construct ˘" Expansion Joints in junction slabs and C-I-P copings plumb and perpendicular or radial to
-3"
2’
Gutter Line. Provide at 90’-0" maximum intervals as shown. Provide 3"x3" Mortar plugs in open joints at the
(
9" M ax.
)
4.
Varies
and/or junction slab is not permitted.
3.
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
»¿
Mortar Plug
(See Note 5)
3"
Construct the Junction Slab level transversely and expansion joints plumb;
do not construct the junction slab or C-I-P coping perpendicular to the roadway surface. Slip forming of Coping
2" Cover M in.
CONSTRUCTION REQUIREMENTS:
Precast Traffic Railing
Traffic Railing
Traffic
spacing within 6’-0" of Open Joints for precast coping with the 42" F-Shape Traffic Railing.
2.
Top of
Coping
For TL-5 crash test rating increase Expansion Joint Spacing to 60’-0" minimum and provide Bars 5C at 6" max.
)
.
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
g & Co
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
APPLICATIONS: This junction slab is only applicable for a TL-4 crash test rating.
Varies
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06110-1of6.
dgn
Open Joints
shown. Space V-Grooves equally between ˘" Expansion Joints and/or Begin or End Junction Slab. V-Gr
locations are to coincide with V-Groove locations in the Traffic Railing.
rd960rh
8.
Shoulder or Roadway Pavement is required on top of the junction slab for its entire length on the traffic
Clearance
side of the Traffic Railing. See Typical Sections on Sheet Nos. 2 and 3 for details.
9.
Varies
Spacing shown is along the Gutter Line.
10.
On MSE Walls provide, Dowel Bars 4D and extend to 7" above the top of retaining wall panel. Field cut as
Bottom of
Dowels 4D (Typ.)
Precast Coping
(See Note 9)
necessary to maintain 2" minimum cover to the top of the buildup concrete. See Wall Company Drawings for
9:
34:
53 AM
number and spacing of Dowel Bars 4D.
11.
Work this Index with the following:
Retaining Wall (MSE Shown,
Index No. 420 - Traffic Railing - (32" F-Shape)
Other Types Similar) (Typ.)
Index No. 425 - Traffic Railing - (42" F-Shape).
12.
PARTIAL ELEVATION VIEW
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)
(Precast Coping Shown, C-I-P Coping Similar)
Index No. 20910 - Approach Slabs (Rigid Pavement Approaches)
LAST
REVISION
01/01/12
REVISIO N
12/30/2011
Index No. 20900 - Approach Slabs (Flexible Pavement Approaches)
* C-I-P End Section must
be = 12’-0".
DESCRIPTION:
FDOT DESIGN STANDARDS
FY 2012/2013
INDEX
WALL COPING WITH TRAFFIC RAILING/JUNCTION
SLAB
NO.
6110
SHEET
NO.
1
1
2"
6’-6
3
4"
2
(C-I-P Junction Slab)
»¿
Bars 4N @ 8" sp.
Joint Permitted
expansion joints (Typ.)
for C-I-P
3
Coping
Bars 5S
3
1’
-0"
(See Note 2)
6"
1’
-0"
NOTE: See Index No. 420 and Index No. 425, Detail "A" for details.
2" Cover
6"
(Showing Bars 5V and Bars 5S)
(Precast Coping Shown, C-I-P Coping Similar)
3" Cover
Bars 4L @ 8" sp.
Utility Conduit
permitted
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06110-2of6.
dgn
Bars 5B2 @ 1’-0" sp. (Typ.)
Slope Permitted See Note 7
ESTIMATED QUANTITIES FOR PRECAST COPING
UNIT
Concrete (Precast Coping Only)
Two Layers 30Lb. Roofing Felt
QUANTITY
CY/LF
2’
-3"
3
4"
TRANSITION FOR GUARDRAIL ATTACHMENT
ITEM
Top of
(
Precast Coping)
PARTIAL END VIEW OF TRAFFIC RAILING END
3
4"
@ 8" sp.
3
4"
(
Se
e No
t
e1
)
Bars 5V2
6"
Sl
o
p
e Va
r
i
e
s
» ¿
asphalt or See Note 3)
7"
substituted)
2" Cover (Top)
3"
Pavement (Full depth
3
4"
Shoulder or Roadway
(Bars 5V2 may be
1
End Stirrup Bar 5V
114"
10
"R
Sections*
Bars 4A @ 4" sp.
Precast Coping
2
"Co
v
e
r
Construction
Transfer Devices at
(Rotated)
812"
1" Dowel Load
(Typ.)
12’
-0" M in. Length)
1’
-10"
Bars 5S
1’
-114"
Bars 5V
8"
6"
Bars 5S (Field Bent)
(Tied to alternate Bars 4A)
2’
-8"
Bars 5C @ 8" sp.
Min. Embed. (42" F-Shape)
Coping
(
Precast Traffic Railing
@ 8" sp.
Min. Embed. (32" F-Shape)
114"
Bars 5P
"
1
3" 4 2"
4
Railing
214"
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 "
Varies (2" min.)
2" Min. Cover
0.079
Spacing Bars 5B1
514"
Optional widening & extension for Precast Coping (See Note 6)
Retaining Wall (Type Varies)
Concrete (Precast Barrier & Coping)
CY/LF
Dowel Bars 4D (MSE Walls only)
0.165
Concrete (C-I-P Junction Slab)
Reinforcing Steel (Precast Coping & Traffic
Railing)
CY/LF
Spacing
Dowels
0.185
Bars 5S
6"
»¿
C-I-P Buildup Concrete
»
LB/LF
52.67
LB/LF
(MSE Walls only)
Smooth or Textured
b" Min. ~ 2b" Max. Gap
Face of Wall
Spacing
Reinforcing Steel (C-I-P Junction Slab) (Typ.)
6"
3 sp. @ 1’-0" = 3’-0"
1’-3"
Spacing 1"
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
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.
b " V-Groove (Typ.)
b " V-Groove (Typ.)
3. For Rigid Pavement (Concrete), Junction Slab may be thickened to match
rd960rh
finish grade.
4. Minimum length of Junction Slab between expansion joints is 30’-0".
»¿˘" Preformed Expan
Joint Filler
»¿˘" Preformed Expan
Joint Filler
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. Provide mechanical couplers in accordance with
9:
34:
55 AM
Specification Section 415. Mechanical couplers shall develop 125% of the bar
yield strength.
C-I-P COPING
PRECAST COPING
6. Contractor to maintain stability of precast coping/traffic railing prior to
junction slab completion. In the Shop Drawings, show reinforcement for
optional extension required for stability, shipping and handling. Maintain
12/30/2011
DETAIL "A"
(Showing Locations of b " V-Grooves and
2" minimum concrete cover.
" Preformed Expansion Joint Filler)
7. Angle varies ~ 0 min., 20 max.
REVISION
01/01/12
REVISIO N
F-SHAPE TRAFFIC RAILINGS
LAST
DESCRIPTION:
FDOT DESIGN STANDARDS
FY 2012/2013
INDEX
WALL COPING WITH TRAFFIC RAILING/JUNCTION
SLAB
NO.
6110
SHEET
NO.
2
6’-6b" (32" F-Shape)
REINFORCING STEEL BENDING DIAGRAMS
3’-9"
6’-9" (42" F-Shape)
»¿
b" (32" F-Shape)
(42" F-Shape)
4’-8"
F
5
4’-8"
4’-8"
4’-8"
L
4
4’-5"
4’-5"
4’-5"
N
4
2’-6"
N/A
N/A
Transfer Devices at
S
5
11’-6"
AS REQD.
9’-6"
S1
8
N/A
AS REQD.
9’-6"
5
5’-10"
5’-10"
5’-10"
2’-0"
2’-0"
2’-0"
1
2"
5
Smooth
1" Dowel
11’-6" (Precast Traffic Railing)
5B2
Length as Required
134"
Expanded Polystyrene (b" Side) (for C-I-P only)
Precast Coping ~ 4’-8" (See Note 7)
8b "
Contractor’s
2’-0"
1’
-1b "
10"
412"
412"
1"
5430’
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-
86
5"
5B2 ~ C-I-P Coping
Spacing
Smooth or Texture
4 sp. @ 1’-0" = 4’-0"
3"
Face of Wall
2 sp. @ 1’-0"–
3"
Bars 5B2
TYPICAL SECTION THRU C-I-P TRAFFIC RAILING
Construction Joint Permitted
Optional Keyway
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
2"
BARS 5B, 5C, 5F & 5S
5B1 ~ Precast,
45
M in.
1" DOWEL
Spacing Bars
514" (Precast)
3 sp. @ 1’-0" = 3’-0"
6"
C-I-P Coping ~ Length as Required
6"
512" (C-I-P)
Dowels
3’
-1b " (
42" F-Shape)
32" F-Shape), 9’-6" (Coping Only)
45
2’
-8b " (
32" F-Shape)
8S1
1’-3"
Spacing 1"
Precast Coping, ~ 11’-6" (with
5S
6"
Spacing
M ax.
9
"
4’-8"
1
’
-2
"
1
(3
’
-5
2
"
"
(4
F
)
2
"
F
)
5F
Retaining Wall (Type Varies)
option
Bars 5S
(0" min.,
»¿11˘" m
Coping
Expanded
Polystyrene (b")
6"
10"
(32" F-Shape)
1’-0b"
(42" F-Shape)
6"
ESTIMATED QUANTITIES FOR C-I-P COPING
BUILDUP FOR STEPPED MSE WALL PANELS
STIRRUP BAR 4N
REINFORCING STEEL NOTES:
NOTES:
ITEM
UNIT
QUANTITY
1. All bar dimensions in the bending diagrams are out to out.
»¿2. The 3˘" dimension corresponds to a maximum superelevatio
6.25%. For steeper superelevations increase this dimension to match
2. All reinforcing steel at expansion and open joints will have a 2" minimum cover.
Concrete (Traffic Railing not Included)
3. Lap splices for Bars 5B & 5S will be a minimum of 2’-0".
5. The Contractor may use either full length Bars 4A or lap splice with Bars 5C at alternate Bars 4A
CY/LF
0.264
for C-I-P Copings.
roadway superelevation.
3. For Rigid Pavement (Concrete), Junction Slab may be thickened to
match finish grade.
Reinforcing Steel (Typical) excluding
Bars 5V2 and 5S (Typ.)
LB/LF
30.89
4. Minimum length of Junction Slab between expansion joints is 30’-0".
5. See Index No. 420 & 425 for additional Traffic Railing Details.
6. Dimension shown is for lap splice option. For mechanical coupler option, this dimension is 1’-4b"
6. Contractor to maintain stability of precast coping prior to junction
(32" F-Shape) or 1’-7" (42" F-Shape).
7. Dimension shown is for lap splice option. For mechanical coupler option, this dimension is 4’-8".
Additional Reinf. @ Expansion Joint
LB/LF
21.36
slab completion. In the Shop Drawings, show reinforcement for
optional extension required for stability, shipping and handling.
8. The Contractor may use Welded Wire Reinforcement when approved by the Engineer. Welded
Wire Reinforcement will conform to ASTM A 497.
AND C-I-P COPING
1. Match Cross Slope of Travel Lane or Shoulder.
STIRRUP BAR 5V2
4. For Precast Copings only, lap splice Bars 4A with Bars 5C. Lap splices will be a minimum of 2’-0".
9:
34:
56 AM
3b "
Bars 5B2 @ 1’-0" sp. (Typ.)
Optional widening & extension for Precast Coping (See Note 6)
5C
1’
-10"
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06110-3of6.
dgn
2" Cover
See Note 7
Two layers 30Lb. Roofing Felt
9’-6" (Precast Coping only),
5B1
Top of
Coping
Bars 4L @ 8" sp.
STIRRUP BAR 5P
BAR 4A
rd960rh
134"
3" Cover
Bar
(The above concrete quantities are based on a max. superelevation
of 6.25%, beneath a 32" F-Shape Traffic Railing on an MSE Wall).
Maintain 2" minimum concrete cover.
7. Angle varies ~ 0 min., 20 max.
F-SHAPE TRAFFIC RAILINGS
LAST
REVISION
01/01/12
REVISIO N
12/30/2011
114"
10
"R
5b "
V2
Bars 5S
1’
-0"
5’-7"
Sl
o
p
e Va
r
i
e
s
(
Se
e No
t
e1
)
Bars 5V2
@ 8" sp.
6"
5’-7"
2" Cover (Top)
Construction
Joint Reqd.
» ¿
5’-7"
Bars 4A @ 4" sp.
1’
-0"
5
3’
-3" (
42" F-Shape)
P
2’
-5" (
32" F-Shape)
expansion joints (Typ.)
30’
-0" M in. Length)
N/A
(
C-I-P Traffic Railing
4’-8"
3’
-6" (
42" F-Shape)
5
or 8S1 (Typ.)
3
"Co
v
e
r
(
C-I-P or Precast Coping)
C
1" Dowel Load
2’
-3"
AS REQD.
2" m in.
)
AS REQD.
114"
AS REQD.
"
5
»¿
(1’1˘
B2
Bars 5S
» ¿
for Precast Coping
(42" F-Shape) »¿
3b " 9"
3"
(32" F-Shape)
8"
9’-6"
8b "
N/A
1
1
2" 3 4"
11’-6"
Bars 5P
@ 8" sp.
3" 4
5
Optional Bar 5C @ 8" sp.
»¿
1’-
B1
(42" F-Shape)
8"
9"
asphalt or See Note 3)
(32" F-Shape)
3
4"
"
8
5’-7"
6"
5’-7"
6"
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
DESCRIPTION:
FDOT DESIGN STANDARDS
FY 2012/2013
INDEX
WALL COPING WITH TRAFFIC RAILING/JUNCTION
SLAB
NO.
6110
SHEET
NO.
3
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
Approach Slab
(See Note 12
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06110-4of6.
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.)
rd960rh
Lap Splice
2’
-0" M in.
cover (Typ.)
Bars 4A (Typ.)
Begin or End
Retaining Wall
Bars 7P1 & 4V1 (Typ.)
Coping and
3’-0" Taper
(Inside Face)
Varies (12’-6" Min.)
3’-0" Taper
Bars 4P5 (Typ.)
Coping Line
2’-6" (Typ.)
Bars 7P1 & 4V1 (Typ.)
5’-0" Interior Post (Typ.)
Bars 4R3 (Typ.)
2’-6" (Typ.)
Coping Line
(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)
12/30/2011
9:
34:
56 AM
Bars 4L
Bars 5B1
Bars 4A
Traffic Railing
REVISION
01/01/12
REVISIO N
CORRAL SHAPE TRAFFIC RAILINGS
LAST
DESCRIPTION:
FDOT DESIGN STANDARDS
FY 2012/2013
INDEX
WALL COPING WITH TRAFFIC RAILING/JUNCTION
SLAB
NO.
6110
SHEET
NO.
4
»¿ 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
r
e Ba
t
a
n
r
e
t
l
oa
et
i
T
–(
"
d@ 8
e
c
a
p
V1 s
P1 & 4
s7
r
Ba
–
"
5
A
C
clear precast opening
Top of C-I-P
Traffic Railing
D
"
@ 8
Bars 4S3
Shift Bars 4A & 4L to
W-Beam similar
)
b
r
Cu
P5 (
s4
r
g Ba
n
i
c
a
Sp
.
p
2s
–
"
6
’
6
.
p
2s
"
@ 8
attachment shown,
–
"
5
"
@ 4
"
@ 4
n
o
i
t
i
s
n
a
r
lT
i
a
r
d
r
a
Gu
g
n
i
c
a
p
S
t
l
Bo
u
r
h
T
V1
P1 & 4
s7
r
g Ba
n
i
c
a
Sp
b" V-Groove
Curb (Precast
)
.
p
y
T
P1 (
s7
r
Ba
permitted for
or C-I-P)
)
.
p
y
T
V1 (
s4
r
Ba
C-I-P Curb
Bars 4P5 (Typ.)
Bars 4R3
C-I-P
Transition
-3"
2’
Bars 4A (Typ.)
Begin or End
Retaining Wall
A
s
e
i
r
Va
C
Bars 4L (Typ.)
)
.
n
"Mi
6
’
2
s(
e
i
r
Va
D
r
e
p
a
"T
0
’
3
Coping, and
)
e
c
e Fa
d
i
s
n
I
(
Traffic Railing
–
"
4
4"
r
e
p
a
"T
0
’
3
)
.
x
"Ma
6
’
2
)
e
c
e Fa
d
i
s
n
I
(
)
L
4
s
r
a
B
(
"
8
.@
p
4s
A)& 1
s4
r
Ba
"(
.@ 4
p
8s
2
4"
t
s
r Po
o
i
r
e
t
n
I
)
L
s4
r
Ba
"(
.@ 8
p
s
4
1
&
)
A
4
s
r
a
B
"(
.@ 4
p
8s
2
4"
g
n
i
p
tCo
s
a
c
e
lPr
a
c
i
p
y
"T
0
’
0
1
b
r
h Cu
t
wi
.
p
"s
L@ 8
s4
r
.& Ba
p
"s
A@ 4
s4
r
Ba
g
n
i
p
n Co
o
i
t
i
s
n
a
r
nT
i
g
"Be
0
’
0
1
4"
"
6
’
2
"
6
’
2
)
.
p
y
T
"(
0
’
5
"
6
’
2
,
.
n
"Mi
0
’
0
(
»
" Open Joint
in Precast Coping
and Precast Curb
g
n
i
p
n Co
o
i
t
i
s
n
a
r
dT
)En
.
n
"Mi
6
’
8
s(
e
i
r
Va
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06110-5of6.
dgn
PARTIAL ELEVATION VIEW OF OUTSIDE FACE OF COPING
(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
n
i
c
a
Sp
o
t
s
r
a
b
e
t
a
n
r
e
t
l
ea
i
T
(
)
L
r4
Ao
s4
r
Ba
b"
4
V1
P1 & 4
s7
r
Ba
Coping & Traffic Railing
"
.@ 8
p
6s
.
p
5s
.
p
5s
"
@ 4
"
@ 4
B
Top of C-I-P
Traffic Railing
A
)
.
p
y
T
P1 (
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
s
d Po
"En
0
’
5
t
s
d Po
"En
0
’
5
)
.
p
y
T
"(
0
’
s~ 5
e
i
r
Va
)
t
n
i
o
.J
p
l@ Ex
a
c
i
p
y
T
(
)
.
x
a
M
"
0
’
5
,
.
n
"Mi
6
’
2
(
4"
)
.
p
y
A
"T
6
’
7
s(
e
i
r
g Va
n
i
n
e
p
tO
s
d Po
En
)
.
x
"Ma
6
’
,7
.
n
"Mi
0
’
5
(
)
.
n
"Mi
6
’
7
t(
n
i
o
nJ
o
i
s
n
a
p
lEx
a
c
i
p
y
»
" Open Joint
"T
0
’
0
1
b
r
u
C
t
u
o
h
t
g wi
n
i
p
tCo
in Precast Coping
s
a
c
e
Pr
"
-0
’
0
,9
.
n
i
"M
0
’
0
3
~
g
n
i
c
a
p
s
t
n
i
o
nJ
o
i
s
n
a
p
x
˘ "E
»¿
9:
34:
57 AM
rd960rh
"
6
’
2
)
t
n
i
o
.J
p
l@ Ex
a
c
i
p
y
T
(
)
.
p
y
T
"(
0
’
s~ 5
e
i
r
Va
)
.
x
"Ma
0
’
,5
.
n
"Mi
6
’
2
(
"
6
’
2
4"
)
L
s4
r
Ba
"(
.@ 8
p
4s
A)& 1
s4
r
Ba
"(
.@ 4
p
8s
2
t
s
r Po
o
i
r
e
t
n
I
4"
)
L
s4
r
Ba
"(
.@ 8
p
4s
A)& 1
s4
r
Ba
"(
.@ 4
p
8s
2
)
.
n
"Mi
6
’
7
t(
n
i
o
nJ
o
i
s
n
a
p
lEx
a
c
i
p
y
"T
0
’
0
1
b
r
u
C
t
u
o
h
t
g wi
n
i
p
tCo
s
a
c
e
Pr
"
-0
’
0
,9
.
n
i
"M
-0
’
0
g ~3
in
c
a
p
ts
n
i
o
nJ
o
i
s
n
a
p
x
˘ "E
»¿
"
6
’
2
"
6
’
2
)
.
p
y
T
"(
0
’
5
g
n
i
p
tCo
s
a
c
e
lPr
a
c
i
p
y
"T
0
’
0
1
b
r
tCu
u
o
h
t
wi
»
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
12/30/2011
(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.
REVISION
01/01/12
REVISIO N
CORRAL SHAPE TRAFFIC RAILINGS
LAST
DESCRIPTION:
FDOT DESIGN STANDARDS
FY 2012/2013
INDEX
WALL COPING WITH TRAFFIC RAILING/JUNCTION
SLAB
NO.
6110
SHEET
NO.
5
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
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06110-6of6.
dgn
1’-6b" Min.
1’-6b" Min.
(See Note 3)
SECTION A-A
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.)
rd960rh
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:
9:
34:
58 AM
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)
4. See Index No. 424 for Traffic Railing details and Bars 7P1, 4P5,
12/30/2011
(See Note 3)
4R3, 4S3 & 4V1. Bars 5R2 and 5U are not required in Retaining
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)
Wall Coping.
REVISION
01/01/12
REVISIO N
CORRAL SHAPE TRAFFIC RAILINGS
LAST
DESCRIPTION:
FDOT DESIGN STANDARDS
FY 2012/2013
INDEX
WALL COPING WITH TRAFFIC RAILING/JUNCTION
SLAB
NO.
6110
SHEET
NO.
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
Bars 4C @ 6" sp. (tie Bars
Sides (Typ.)
1" Dowel Load
Expansion Joint (See
Transfer Devices
"Expansion Joint Detail "
this sheet and Detail "B")
4C to Bars 5A) (Typ.)
4 ~ Bars 5F
(Top of Slab)
Approved metal
(Required only
or fiber cap
when Raised
Sidewalk is
3"
Approach Slab
3s
p.
@
(See Note 10)
6"
Lap Splice
2’
-0" M in.
skewed)
Edge of
Precast Coping
Gutter Line
Bar 5T
"
Bottom of
Raised Sidewalk
" Preformed Expansion
Bars 5L @ 6" sp.
Joint Filler
1’-0"
(tied to alternating
Bars 5T and 5X)
1’-0"
Field cut reinforcing
»¿ Expansion
& Precast or C-I-P Coping
Spacing Bars
EXPANSION JOINT DETAIL
1’-0" sp. (Typ.)
minimum cover (Typ.)
2b "
Bars 5A @ 6" sp.
(tied to Bars 5U1) (Typ.)
6" Spacing (Typ.) (See Note 7)
b " V-Groove Spacing
2" Cover @
2" Cover @
Open Joints
Expansion Joints
30’-0" Max. (See Note 6)
»¿˘" Expansion Joint Spacing ~ 30’-0" Min., 90’-0" Max. (See Not
»¿˘" Open J
»¿ ˘" Open Jo
PARTIAL PLAN VIEW FOR VERTICAL SHAPE TRAFFIC RAILING
Precast Coping and
(Skewed Approach Slab Shown, Perpendicular Approach Slab Similar)
1.
»¿to coincide with
Expansion Joint in
APPLICATIONS: This raised sidewalk is only applicable for a TL-4 crash test rating.
For TL-5 crash test rating increase Expansion Joint spacing to 60’-0" minimum and increase
»
Bars 4C to Bars 5C or provide Bars 4C @ 4" spacing with the 42" Vertical Shape Traffic
Railing.
2.
C-I-P Traffic Railing
(Precast Coping Shown, C-I-P Coping Similar) (Traffic Railing not Shown for Clarity)
RAISED SIDEWALK NOTES:
" Open Joint
in Precast Coping
Top of C-I-P
CONSTRUCTION REQUIREMENTS: Construct the raised sidewalk level transversely and
Raised Sidewalk.
g
n
i
p
tCo
s
a
c
e
"Pr
0
’
0
1
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
expansion joints plumb; do not construct the raised sidewalk or C-I-P coping perpendicular
Top of Retaining
6.
Wall Panel (Typ.)
Provide and install Preformed Expansion Joint Filler in accordance with Specification
7.
-3"
2’
Section 932.
Construct b" V-Grooves in raised sidewalk and C-I-P coping plumb and provide at
»¿
30’-0" maximum intervals as shown. Space V-Grooves equally between ˘" Expan
Joints and/or Begin or End Raised Sidewalk. V-Groove locations are to coincide with
2" Cover M in.
Construct ˘" Expansion Joints in raised sidewalk and C-I-P copings plumb and perpendic
or radial to the Gutter Line. Provide at 90’-0" maximum intervals as shown.
Railing
C-I-P Buildup Concrete
Coping
Top of recessed
Transfer Devices in accordance with Specification Section 350.
»¿5.
Varies
Dowel Load Transfer Devices will be ASTM A 36 smooth round bar
and hot-dip galvanized in accordance with Specification Section 962. Install Dowel Load
(
1’
-0" M ax.
)
4.
C-I-P Traffic
Provide Class II concrete for slightly aggressive environments or Class IV for moderately
or extremely aggressive environments.
Precast
to the roadway surface. Slip forming of coping and/or raised sidewalk is not permitted.
3.
V-Groove locations in the Traffic Railing.
8.
Spacing shown is along the Gutter Line.
9.
For MSE Walls, provide Dowel Bars 4D and extend 8" above the top of retaining wall panel.
Clearance
Varies
Field cut as necessary to maintain 2" minimum cover to the top of the buildup concrete.
rd960rh
(Typ.)
Bars 5B1
5T and 5X @
in Precast Coping
Varies
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06120-1of3.
dgn
" open joints in Traffic Railing)
Bars 5S
5T and 5X
(Raised Sidewalk expansion joints are to coincide
with
as required to maintain
Begin or End Retaining Wall
Coping
Alternating Bars
" Open Joint
See Wall Company Drawings for number and spacing of Dowel Bars 4D.
10. Finish Sidewalks in accordance with Specification Section 522.
Bottom of
Dowels 4D (Typ.)
Precast Coping
(See Note 9)
11. Work this Index with the following:
Index No. 422 - Traffic Railing - (42" Vertical Shape)
9:
34:
59 AM
Index No. 423 - Traffic Railing - (32" Vertical Shape)
12. The following Indexes contain details of the intersection of the retaining wall at approach
slabs:
Index No. 20900 - Approach Slabs (Flexible Pavement Approaches)
PARTIAL ELEVATION VIEW
Retaining Wall (MSE Wall
shown, other types similar)
(Precast Coping & Raised Sidewalk Reinforcing not Shown for Clarity)
CROSS REFERENCE: For Detail "B", see Sheet 2.
(Precast Coping Shown, C-I-P Coping Similar)
* C-I-P End Section
must be = 12’-0".
LAST
REVISION
01/01/12
REVISIO N
12/30/2011
Index No. 20910 - Approach Slabs (Rigid Pavement Approaches)
DESCRIPTION:
FDOT DESIGN STANDARDS
FY 2012/2013
INDEX
WALL COPING WITH TRAFFIC RAILING/RAISED
SIDEWALK
NO.
6120
SHEET
NO.
1
1’-3"
11"
42" Vertical Shape
7’-9"
32" Vertical Shape
5’-11" (C-I-P Raised Sidewalk) (See Note 2)
Top of Precast Coping
1’-10"
(Shown dashed)
(Precast Coping)
C-I-P Traffic
4" Taper
Railing
Transition Bars 5X
9"
1’-1"
32" Vertical Shape
7"
1’-3"
42" Vertical Shape
Bullet Railing (Not required for 42"
Coping
(Alternate with Bars
5T) (See Note 3)
(42" Vertical Shape similar)
Transition
Precast Coping
PARTIAL END VIEW OF TRAFFIC RAILING END
Top of Travel
TRANSITION FOR GUARDRAIL ATTACHMENT
Lane or Shoulder
(Showing Bars 5S, Bars 5T and Bars 5X)
Top of
(Precast Coping Shown, C-I-P Coping Similar)
Precast Coping
Coping
(
6" M ax.
)(
See Note 2)
Curb H eight Varies
Bars 5T
1" Dowel Load
Top of Precast Coping
Transfer Devices
Bars 5T @ 1’-0" sp.
at Expansion Joints
(Alternate with Bars
Bars 5A @ 6" sp.
5X) (See Note 3)
(lap with Bars 5C)
Bars 4C @ 6" sp.
(lap with Bars 5A)
5"
Bars 5S
(See Note 3)
Ft
/
2 Ft
0
:.
e
p
o
Sl
2"
Top of
See Note 4
3’
-6" ~ 42" Vertical Shape
Bars 5X @ 1’-0" sp.
(32" Vertical Shape shown)
Coping
(
C-I-P or Precast Traffic Railing)
Gutter Line
C-I-P Traffic Railing
2’
-8" ~ 32" Vertical Shape
6" M in.
Bars 5S
Em bed.
Vertical Shape Pedestrian Railing)
UNIT
QUANTITY
CY/LF
0.091
Bars 5B2 @
Expansion Joint Filler
1’-0" sp. (Typ.)
Bars 5L @ 1’-0" sp.
2’
-3" Precast Coping
ITEM
b " Preformed
(Typ.)
6"
ESTIMATED QUANTITIES FOR PRECAST COPING
2" Min. Cover
6"
6"
M in.
Bars 5B1
3" Cover
Two Layers 30Lb. Roofing Felt
Varies
Optional extension for Precast Coping
» ¿
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06120-2of3.
dgn
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
5b"
C.I.P Buildup Concrete
5 sp. @ 1’-0" = 5’-0"
Spacing
(MSE Walls only)
Bars 5B1
1" Dowels
0.232
Retaining Wall
Spacing
Reinforcing Steel (Precast Coping) excluding
Bars 5T, 5X and 5S (Typ.)
LB
22.00
LB/LF
11.92
LB
32.04
5b"
5 sp. @ 1’-0" = 5’-0" (5B2)
6"
312"
2 sp. @ 8"
(Type Varies)
= 1’-4" (5B1)
Bars 5B
1
4"
5
Reinforcing Steel (C-I-P Raised Sidewalk) (Typ.)
»
Additional Reinf. @ Expansion Joints
Smooth or Textured
Face of Wall
The above concrete quantities are based on a Type D
TYPICAL SECTION THRU PRECAST COPING WITH C-I-P RAISED SIDEWALK
Concrete Curb (See Note 2).
AND RETAINING WALL AT EXPANSION JOINTS
b " V-Groove (Typ.)
NOTES:
b" V-Groove (Typ.)
1. Actual width varies depending on type of Retaining Wall used.
rd960rh
2. Match roadway curb shape (Type) and height. See Roadway Plans and Index No. 300. 5’-11" dimension is based
on a 32" Vertical Shape Traffic Railing with a Type D curb adjacent to a 6’-0" wide sidewalk. Adjust this
»¿˘" Preformed Expans
»¿˘" Preformed Expans
Joint Filler
Joint Filler
dimension as required for other curb types or transitions at Begin or End Retaining Wall.
3. See Index No. 422 and Index No. 423 for Bars 5S, 5T & 5X and Bullet Railing details. Adjust vertical dimension
9:
35:
00 AM
of Bars 5T and 5X, see Reinforcing Steel Note 5.
4. Trim end of Bars 5T and 5X to clear construction joint for 42" Vertical Shape Traffic Railing.
5. At the Contractor’s option, mechanical couplers may be used to splice reinforcing. Complete details, including
reinforcement lengths are required in the Shop Drawings. Mechanical couplers shall develop 125% of the bar
PRECAST COPING
C-I-P COPING
12/30/2011
DETAIL "B"
LAST
REVISION
01/01/12
REVISIO N
(Showing Locations of b " V-Grooves and
yield strength.
6. Contractor to maintain stability of precast coping prior to junction slab completion.
" Preformed Expansion Joint Filler)
DESCRIPTION:
FDOT DESIGN STANDARDS
FY 2012/2013
INDEX
WALL COPING WITH TRAFFIC RAILING/RAISED
SIDEWALK
NO.
6120
SHEET
NO.
2
REINFORCING STEEL BENDING DIAGRAMS - RAISED SIDEWALK
7’-9"
BILL OF REINFORCING STEEL
LENGTH
5B1
Bullet Railing
Precast Traffic Railing/Coping ~ 11’-6"
5B2
Gutter Line
Length as Required
Bars 5X @ 1’-0" sp.
C-I-P Traffic Railing
9’-6"/11’-6"
B2
5
AS REQD.
C
4
5’-5"
5F
F
5
5’-0"
AS REQD.
5’-0"
N/A
BARS 5B1, 5B2, 5C & 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’-9"
(See Note 6)
5T) (See Note 2)
(42" Vertical Shape similar)
(See Note 7)
N/A
(Alternate with Bars
(32" Vertical Shape shown)
Precast Coping ~ 5’-5"
Coping
Top of C-I-P Coping
(Const. Joint Required)
Bars 5T @ 1’-0" sp.
(Alternate with Bars
5X) (See Note 2)
Bars 5A @ 6" sp.
Top of Travel
5"
Lane or Shoulder
Bars 5S
Bars 5B2 @ 1’-0" sp. (Typ.)
2"
(See Note 2)
Ft
/
2 Ft
0
:.
e
p
o
Sl
Top of
Coping
2" Cover
3’-9"
(Top & Sides)
6"
5
5C
(
6" M ax.
)(
See Note 1)
B1
8’-4"
Curb H eight Varies
4’-10"
6"
5
(
M in.
)
A
3" Cover
C-I-P Coping ~ 7’-3"
b " Preformed
8"
Expanded Polystyrene (b" Side)
Joint Filler
5b "
Spacing
BAR 5A
BAR 5L
Two Layers 30Lb. Roofing Felt
Expansion Joints (Typ.)
Expansion
» ¿
90
1’
-1"
5 sp. @ 1’-0" = 5’-0"
Spacing
1" Dowels
Bars 5B2
Retaining Wall
REINFORCING STEEL NOTES:
Varies
(Type Varies)
5b "
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
312"
7 sp. @ 1’-0" = 7’-0"
6"
3. Lap splices for Bars 5B will be a minimum of 2’-2".
4. Lap splice Bars 5A with Bars 5C. Lap splices will be a minimum of 2’-2".
»¿(1’-1˘" Max., 2" M
Smooth or Textured
Face of Wall
TYPICAL SECTION THRU C-I-P COPING AND RAISED SIDEWALK
5. See Index No. 422 and Index No. 423 for Bars 5S, 5T and 5X. Adjust vertical
AND RETAINING WALL AT EXPANSION JOINTS
dimensions of Stirrup Bars 5T and 5X to 3’-0" for 32" Vertical Shape or 3’-10"
Construction Joint Permitted
for 42" Vertical Shape.
Optional Keyway
6. Dimension shown is for lap splice option. For mechanical coupler option, this dimension
is 1’-8".
Buildup for
7. Dimension shown is for lap splice option. For mechanical coupler option, this dimension
stepped MSE
is 5’-8".
2"
6"
Welded Wire Reinforcement will conform to ASTM A 497.
45
M in.
Wall Panels
8. The Contractor may use Welded Wire Reinforcement when approved by the Engineer.
M ax.
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06120-3of3.
dgn
Transfer Devices at
6"
Bars 5L @ 1’-0" sp.
1" Dowel Load
(0" min.,
»¿11˘" m
Coping
Expanded
Polystyrene (b")
ESTIMATED QUANTITIES FOR C-I-P COPING
6"
BUILDUP FOR STEPPED MSE WALL PANELS
rd960rh
ITEM
Concrete
UNIT
QUANTITY
CY/LF
0.322
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
Bars 5T, 5X and 5S (Typ.)
on a 32" Vertical Shape Traffic Railing with a Type D curb adjacent to a 6’-0" wide sidewalk. Adjust this dimension
LB/LF
28.85
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
LB
32.04
Bars 5T and 5X, see Reinforcing Steel Note 5.
The above concrete quantities are based on a Type D
Concrete Curb on an MSE Wall (See Note 1).
LAST
REVISION
01/01/12
REVISIO N
12/30/2011
9:
35:
01 AM
Reinforcing Steel (Typical) excluding
DESCRIPTION:
FDOT DESIGN STANDARDS
FY 2012/2013
INDEX
WALL COPING WITH TRAFFIC RAILING/RAISED
SIDEWALK
NO.
6120
SHEET
NO.
3
(
C-I-P Traffic Railing)
COPING/ COPING
RAILING
42" Vertical Shape
Precast Coping ~ 9’-6"
3’
-6" ~ 42" Vertical Shape
C-I-P
2’
-8" ~ 32" Vertical Shape
PRECAST
32" Vertical Shape
1’-3"
2’
-3" C-I-P Coping
SIZE
1’-1"
6’-6"
» ¿
MARK
6’-8"
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)
30’-0" Max. (See Note 3)
Bars 5B1
(tied to Bars 4P) (Typ.)
2" Cover @
Open Joints
Expansion Joints
Begin or End Retaining
" 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:
»
1. Provide Class II concrete for slightly aggressive environments or
Class IV for moderately or extremely aggressive environments.
»
" Open Joint in
Precast Coping and
" 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
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
intervals as shown.
3. Provide and install Preformed Expansion Joint Filler in accordance with
Top of Precast
Concrete Parapet
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:
\d\projects\standards\structures\current\ready4release\2012book_draft\06130-1of2.
dgn
Coping
(tied to Bars 5U1) (Typ.)
Bars 5U1 @ 1’-0" sp.
2" Cover @
b " V-Groove Spacing
Bars 5L @ 1’-0" sp.
Bars 4P1 (Typ.)
in Precast Coping
7. Work this Index with the following:
Index No. 410 - Concrete Barrier Wall
9:
35:
02 AM
rd960rh
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
12/30/2011
(Precast Coping and Sidewalk Reinforcing not Shown for Clarity)
LAST
REVISION
01/01/11
REVISIO N
(Precast Coping Shown, C-I-P Coping Similar)
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
WALL COPING/PARAPET WITH C-I-P SIDEWALK
NO.
6130
SHEET
NO.
1
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
"
Subbase.
Length as Required
4S1
Precast Coping ~ 9’-6"
(See Wall Company
(
b " Min. ~ 2b " Max.)
6"
Min.
TYPICAL SECTION THRU PRECAST COPING/PARAPET WITH C-I-P SIDEWALK
Drawings for Details)
6"
N/A
VARIES
BARS 5A, 5B1, 5B2 & 4S1
N/A
7"
Retaining Wall Panel
" Std.
Panel width
+ 1’-0"
Smooth or
Min.
See Note 1
BAR 5L
Textured Face
BAR 4P1
BAR 5U1
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 when approved by the Engineer.
Bars 4P @
Welded Wire Reinforcement must conform to ASTM A 497.
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.
9:
35:
03 AM
(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
DETAIL "D"
(See Wall Company
Drawings for Details)
Subbase.
12/30/2011
5"
See Note 3
Bars 5B2
Stabilized Subbase
1’-0" sp. Max.
Spacing
rd960rh
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:
\d\projects\standards\structures\current\ready4release\2012book_draft\06130-2of2.
dgn
(Depth Varies ~ 1’-0" Max.)
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
TYPICAL SECTION THRU C-I-P COPING WITH C-I-P SIDEWALK
Se
e No
t
e1
LAST
REVISION
01/01/12
REVISIO N
AND RETAINING WALL (MSE Wall Shown, other Wall Types Similar)
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
WALL COPING/PARAPET WITH C-I-P SIDEWALK
NO.
6130
SHEET
NO.
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. (Pull Box 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)
Varies (Transition to
Varies (Transition to
1’-9" Thick Junction Slab)
1’-9" Thick Junction Slab)
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
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
Length of 1’-6" Thick Junction Slab ~ 7’-6"
4.
Install Anchor Bolts plumb.
5.
For conduit, pull box and expansion/deflection fitting details, see Utility Conduit Detail Drawings.
6.
12 Bars 4J & 4M1 (Top & Bottom) @ 8"–
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
of the pedestals, pull boxes and miscellaneous hardware required for the completion of the electrical
Bars 5B3
system in the Bid Price for either the Traffic Railing or Concrete Parapet that the pedestal is
Field Cut Bars 4M2 as required to maintain clearance.
Bars 4J
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.
Bars 5B3 spaced @
11. Work this Index with the following as appropriate:
Index No. 6110
Index No. 6120
Index No. 6130
Construction
2 ~ 2" Conduits
Gutter Line (shown)
or Front Face of
Concrete Parapet
1’
-8"
Joint
Spacing for Bars
(See Note 5)
4G4 & 4G5 (
pairs)
12. For Estimated Quantities, see Sheet No. 3.
»¿ Pul
Traffic Railing or
Concrete Parapet
1 ~ 1b " Conduit
912"
»¿ Light
Bars 4H
Anchor Bolt Circle
2" Cover (Typ.)
1’-1b " (See Note 8)
2’
-6"
Bars 4M2 (See Note 7)
Bars 4G4 (pairs)
3 sp. @
Bars 4G1 (pairs)
Bars 4G3 (pairs) (Typ.)
C-I-P Pedestal
6"
Bars 4G2 (pairs) (Typ.)
1’
-1b "
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06200-1of3.
dgn
1’
-0"
behind.
7.
Coping
Bars 4G5 (pairs)
2 sp. @ 6"
rd960rh
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
9:
35:
04 AM
»¿ C-I-P Pedestal & Lig
4’-6" Min.
Sidewalk or Sidewalk
PLAN VIEW
12/30/2011
(Junction Slab reinforcing not shown for clarity)
LAST
REVISION
01/01/11
REVISIO N
(Junction Slab Shown, Raised Sidewalk or Sidewalk Similar)
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
COPING MOUNTED LIGHT POLE PEDESTAL
NO.
6200
SHEET
NO.
1
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:
\d\projects\standards\structures\current\ready4release\2012book_draft\06200-2of3.
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)
rd960rh
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
9:
35:
10 AM
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
12/30/2011
5.
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
COPING MOUNTED LIGHT POLE PEDESTAL
NO.
6200
SHEET
NO.
2
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"
2’
-0"
3"
–
@
Wall Coping
2’-6"
Varies (Transition to
BAR 4H2
2’-7"
7’-6" (Length of 1’-6" Thick Junction Slab)
Junction Slab
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
2’-4"
2’-7"
BAR 4H1
1’-9" Thick Junction Slab)
4G1, 4G2 & 4G3
1’-9" Thick Junction Slab)
2’-7"
4M1
5’-0"
4M2
2’-2"
10"
(Junction Slab Shown, Raised Sidewalk or Sidewalk Similar)
1b " Conduit
4M 2
2’-6"
Bottom of MSE
(See Note 1)
2’-4"
4M 1
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 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:
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
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
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06200-3of3.
dgn
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
»¿ Pul
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
splices for Bars 4G4 & 4G5 will be a minimum of 1’-8".
3. The Contractor may use Welded Wire Reinforcement when approved by the
Engineer. Welded Wire Reinforcement will conform to ASTM A 497.
ESTIMATED QUANTITIES
ITEM
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.)
rd960rh
Surface Longitudinally
with Profile Grade
Anchor Plate
9:
35:
11 AM
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
12/30/2011
and sidewalks.)
LAST
REVISION
01/01/12
REVISIO N
DETAIL "A"
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
COPING MOUNTED LIGHT POLE PEDESTAL
NO.
6200
SHEET
NO.
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"
C:
\d\projects\standards\structures\current\ready4release\2012book_draft\06201-1of1.
dgn
(Typ.)
A
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 when approved by the
(Junction Slab Shown, Raised Sidewalk Similar)
Engineer. Welded Wire Reinforcement will conform to ASTM A 497.
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"
rd960rh
@ 8" sp.
1" Preformed Expansion
Joint Filler (Typ.)
4" Cover (Bottom)
9:
35:
12 AM
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
12/30/2011
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
01/01/12
REVISIO N
(Junction Slab Shown, Raised Sidewalk Similar)
DESCRIPTION:
INDEX
FDOT DESIGN STANDARDS
FY 2012/2013
JUNCTION SLAB AT DRAINAGE INLET OPENINGS
NO.
6201
SHEET
NO.
1