of

» b " Open Joint
Dim. A
)
.
n
"Mi
0
’
0
1
l (
a
c
i
p
"Ty
0
’
0
g~ 3
n
i
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a
p
S
t
n
i
o
nJ
e
b"Op
Top of C-I-P
» b " Open Joint
sp. (lap with Dowel
Coping)
A
Slope of C-I-P
Retaining Wall Panel) (Typ.)
Drainage Ditch when
Coping
Bars 4A (follows
Bars 4U1 @ 1’-6" Max.
2" Min. Cover (Typ.)
Bars 4B (follows top of
required (See Wall Control
Bars 4U1
Drawings for details)
" Chamfer
Bars 4D) (Typ.)
Bars 4A
(Typ.)
Varies
(1’-3" Max.,
(Typ.) (See
2" Min.)
2’
-0"
Dowel Bars 4D
Note 2)
Bars 4B shown as (
)
Top of Retaining
Dowel Bars 4D
Wall Panel (Typ.)
Clearance
Bottom of
(See Note 2)
6"
Varies
C-I-P Coping
Retaining Wall Panel
Retaining Wall
(See Wall Company
Panels (Typ.)
Drawings for Details)
A
Smooth or Textured Face of Panel
PRECAST AND C-I-P COPING NOTES:
1.
C-I-P COPING - PARTIAL ELEVATION VIEW
2.
C:
\d\projects\standards\structures\current\ready4release\2014BOOK\06100-1of2.
dgn
Provide Class II concrete for slightly aggressive environments
SECTION A-A
or Class IV for moderately or extremely aggressive environments.
Panel width
C-I-P COPING
Dowel Bars 4D extend 1’-0" above the top of retaining
Dim. A
+ 6"
wall panel. Field cut as necessary to maintain 2" minimum
Panel width
cover. See Wall Company Drawings for number and spacing
Dim. B
of Dowel Bars 4D.
3.
+ 1’-0" Min.
Payment for Dowel Bars 4D, Buildup Concrete and Coping will
be made under Retaining Wall System (Permanent).
» b " Open Joint
Dim. B
2" Min. Cover (Typ.)
Drainage Ditch when
» b " Open Joint
Top of Retaining
Control Drawings
Bars 4U2
2" Cover
Bars 4A
for details)
(Typ.)
" Chamfer (Typ.)
1’
-3"
2" Cover
Min.
2’
-0"
Varies
Coping
required (See Wall
Wall Panel (Typ.)
Buildup Concrete
B
Top of Precast
(
1’
-0" M ax.
)
)
.
n
"Mi
0
’
5
g(
n
i
p
tCo
s
a
c
e
lPr
a
c
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0
’
0
1
Top of C-I-P
C-I-P Buildup Concrete
(1’-0" Max.)
Provide 3b " x 3b " preservative
treated timber blocking @ 5’ Max.
Spacing for gaps > 1"
Bars 4U2 @
1’-4" sp. (Typ.)
Varies (1’-3" Max.,
Bars 4A
Clearance
sm 970re
Dowel Bars 4D
"
(See Note 2)
Varies
Dowel Bars 4D (Typ.)
Bottom of
2" Min.)
(See Note 1)
Precast Coping
6"
6"
Min.
Min.
" Std.
(
b " Min. ~ 2b " Max.)
Retaining Wall
Retaining Wall Panel
Panels (Typ.)
(See Wall Company
B
Smooth or Textured Face of Panel
6:
59:
51 PM
Drawings for Details)
SECTION B-B
PRECAST COPING
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
PRECAST COPING - PARTIAL ELEVATION VIEW
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
MSE WALL COPING (PRECAST OR C-I-P)
SHEET
NO.
NO.
6100
1of 2
REINFORCING STEEL BENDING DIAGRAMS - PRECAST AND C-I-P COPINGS
BILL OF REINFORCING STEEL
Dim. B
REINFORCING STEEL NOTES:
2" Min. Cover (Typ.)
1. All bar dimensions in the bending diagrams are out to out.
MARK
SIZE
LENGTH
##S
(L)
or M
LENGTH
##
(L)
Drainage Ditch when
2. All reinforcing steel at the open joints will have a 2" minimum cover.
required (See Wall
3. Bars 4A may be continuous or spliced at the construction joints. Lap splices for Bars 4A will
E
Control Drawings
Bars 4U2
Bars 4A
be a minimum of 1’-8".
A
4
AS REQD.
AS REQD.
B
4
AS REQD.
AS REQD.
D
4
2’-0"
2’-0"
3
4"
4. The Contractor may use Welded Wire Reinforcement (WWR) when approved by the Engineer.
for details)
(Typ.)
Chamfer (Typ.)
WWR must consist of Deformed wire meeting the requirements of Specification Section 931.
Varies
Recess Varies
(L)
(1’-3" Max., 2" Min.)
2’
-0"
## S = Slightly Aggressive
M = Moderately Aggressive
Panel width + 4"
Panel width + 4"
U2
4
Dim. B - 4"
Dim. B - 4"
4
U3
Varies
(L)
Dim. C - 6"
(See Note 2, Sheet 1)
(L)
Ground
Line
6"
Field cut as
required to maintain
2" minimum cover
BARS 4A & 4B
DOWEL BAR 4D
BAR 4U1
BAR 4U2
BAR 4U3
6"
Min.
2’
-0" M in.
1’
-8"
1’
-8"
(
L)
Length as Required (L)
4B
Dowel Bars 4D
Varies
Length as Required (L)
2’
-0"
4A
Dim. C - 4"
E = Extremely Aggressive
Varies
4
7" M in.
U1
(Match
Precast
Dimensions)
Retaining Wall Panel
Leveling Pad for
(See Wall Company
MSE Wall Shown
Drawings for Details)
C-I-P COPING USED WITH PRECAST COPING
Note: When precast coping units do not fit the entire length of the retaining
wall, use this similar C-I-P coping for short portions between precast
Field bend Bars 4A
Dim. C
to maintain minimum
* For Slightly and Moderately
cover for Extremely
Aggressive environments
Aggressive Environments
Top of Coping
Top of Retaining
* 2" Cover (Top & Sides)
Wall End Panel
** For Extremely Aggressive
** 3" Cover (Top & Sides)
environments.
C
3
4"
Retaining Wall
Spacing
Bars 4B (Horizontal) (Field
cut as required to maintain
minimum cover)
Bars 4A (follows Slope
Chamfer (Typ.)
Bars 4B
Begin or End
Panel width
of C-I-P Coping Enclosure)
Dim. B
Bars 4A (Typ.)
+ 1’-0" Min.
Panel width
Bottom of Coping
Drawings for details)
Bars 4B shown
as (
)
(Typ.)
Bars 4U3
Bars 4U3 @ 1’-6"
Edge of Retaining
Max. sp. (Typ.)
Bars 4B (Horizontal)
4" Cover
C
Leveling Pad for
(Bottom)
6:
59:
53 PM
412"
sm 970re
6"
Wall End Panel
3" Min. Overlap
2’
-0" M in.
(See Wall Company
Coping Enclosure
+ 6"
Varies
Retaining Wall End Panel
Edge of C-I-P
1’
-6" M ax.
Dim. C
Eq. sp. @
C:
\d\projects\standards\structures\current\ready4release\2014BOOK\06100-2of2.
dgn
coping units. This C-I-P coping may also be used for vertical copings.
MSE Wall Shown
SECTION C-C
Varies
LAST
REVISION
07/01/13
REVISIO N
6/24/2013
C-I-P COPING ENCLOSURE DETAIL
DESCRIPTION:
INDEX
FDOT 2014
DESIGN STANDARDS
MSE WALL COPING (PRECAST OR C-I-P)
SHEET
NO.
NO.
6100
2 of 2