"2
11'-
611''
''
21
6
''
21
2'-
31
'-5
''
''
21
3'-
11
'-1
1''
''
21
8
2'-
4''
''
21
3'-
10 ''
21
9
''
21
4'-
52
'-9
''
''
21
5'-
03
'-2
''
''
21
1'-
3
''
21
5'-
11
4'-
0''
''
21
1'-
6
4'-
0''
''
21
1'-
6
''
21
4'-
5
''
21
4'-
7
''
21
2'-
6
5'-
10
''
''
21
2'-
6
''
21
5'-
11
7'-
6''
4'-
0''
6'-
0''
8'-
0''
10
'-0
''
12
'-0
''
14
'-0
''
16
'-0
'' 18
'-0
'' 22
'-0
''
26
'-0
''
(Max.)
(Max.)
(Max.)
(Max.)
(Max.)
(Max.) (M
ax.) (M
ax.) (M
ax.) (M
ax.)
Exp.
Jt.
Sto
p 6
'' F
rom
To
p O
f F
tg.
Const. Jt. 6''
(Ty
p.)
25'-0''
50'-0''
25'-0''(Max.)
(Max.)
(Max.)
Contraction Jt. Expansion Jt.
PLAN
'' =1'-0''41
Scale:
ELEVATION
'' =1'-0''41
Scale:
Not Shown.
Retaining Wall With Sloping Backfill
Plans And Elevations For 16'-0'' To 34'-0''NOTE:
Below.
Midway Between Expansion Joints. See Details
Distance Of 50'-0'' o.c. Place Contraction Joints
Expansion Joints Shall Be Placed At a MaximumNOTE:
Ft. Wall Height.
'' Per161
Camber =
CAMBER DETAILS
6''
(Ty
p.)
Const. Jt.
CONSTRUCTION JOINT
DETAILS
(N.T.S.)(N.T.S.)
ESTIMATED QUANTITIES
Wall Height(Per Lin. Ft. Of Wall)
Cu. Yds. Concrete
(Per Lin Ft. Of Wall)
Lbs. Steel Reinf.
0' To 4'
4' To 6'
6' To 8'
8' To 10'
10' To 12'
12' To 14'
14' To 16'
(Level Fill)
16' To 18'
(Slope Fill)
16' To 18'
(Level Fill)
18' To 22'
(Slope Fill)
18' To 22'
(level Fill)
22' To 26'
(Slope Fill)
22' To 26'
(Level Fill)
26' To 30'
(Slope Fill)
26' To 30'
(Level Fill)
30' To 34'
(Slope Fill)
30' To 34'
Height For Each Wall.
NOTE: Quantities Are Based On Maximum
A A
Main Reinf.
''
21
1'-
0
''
21
1'-
0
''
21
1'-
0
SECTION TO ADAPT STEPPED FOOTING
''=1'-0''21
Scale:
Bars B#4� d
As Main Reinf.
Bars To Be Same
d2
Main Reinf.
Bars B#4Shear Key
Key
Shear
Const. Joint
Bars Z#6 @ 9''o.c.
d1
BARS Z
2'-0''
2'-0''
Va
rie
s
''4
3 (Typ.)
45°
(Typ.)
2''c
l.
Vertical SteelHorizontal Steel
SECTION "A-A"
''8
31
'-0
7'-9
''10'-3''
3'-0''
(Max.)
30'-0'' (M
ax.)
34'-0''
7'-0''
9'-9''
2'-9'' ''
83
1'-0
6'' From Top Of Wall.
Construction Joint And End
Water Stop. Start At Horiz.'' Center Bulb Type8
39'' x
12'' ''21
11
'' Joint21
Treatment
Waterproofing
� Wall
Long (End Plugged)
1'' � Pipe Sleeve 1'-1''
Sheets Pierced By A Minimum Of Three Dowels.'' Premoulded Bit. Filler Placed In Single2
1''Plain � Dowels 43
2'-0''Long (Embed 12'')
EXPANSION JOINT DETAIL''=1'-0''4
3Scale:
NOTE: 24''o.c. Is Maximum Spacing For Dowels Through All Exp. Joints.
NOTE:
� NOTE: d Is Equal d1 Or d2 Whichever Is Greater.
GENERAL NOTES
CONCRETE: Shall Be Retaining Wall Concrete.
Subarticle 214.02 (b).
Shown On Retaining Wall Sections w/Backfill As Per
Over Ten Feet On Centers Shall Be Placed At Elevations As
WEEP HOLES: Three Inch Round Weep Holes Spaced Not
Carefully Made, Well Bonded And Waterproof.
CONSTRUCTION JOINTS: All Construction Joints Shall Be
Accordance With Section 835.
STEEL REINFORCEMENT: All Reinforcement Shall Be In
Details.
Cap As Detailed Below Unless Otherwise Noted By Plan
WALL CAP: The Top Of All Walls Shall Be Provided With A
Top Of Wall
Const. Jt.
3''(Max.)
''=1'-0''6461
Scale:
Bars BB#4
Wall Thickness Used.
Constant. Set Equal To Maximum
Cap Dimensions Shall Be
DETAIL AT TOP OF WALL
0.16
0.23
0.40
0.53
0.75
1.08
1.37
1.38
2.09
2.60
2.92
3.14
3.51
6.4
19.8
44.7
76.2
108.8
147.2
185.1
156.8
251.2
197.6
310.8
344.8
556.7
"Detail At Top Of Wall" Where Different Wall Thicknesses Are Used.
Wall Shall Be Level Or Sloped To Fit Ajacent Ground Condition. See
Elevation View Shown Is Diagrammatic For Wall Heights Only.Top Of
''2
11
'-0''2
11
'-0
3.88
4.06
4.44
488.6
428.8
630.1
(Max.)
Backfill Has Been Placed.
Top 1'-0'' Of Wall After The
5.15 820.0
SPECIFICATIONS: Alabama Department Of Transportation
Bars UU#4 @ 12'' o.c.
Typ.
2" Cl.Wall Concrete.
Cost Of Waterproofing To Be Included In The Unit Price Bid For Retaining
Waterproofing Shall Be Class A Or Class D In Accordance With Section 515.
Of The Expansion Joint For Full Height Of Wall And Across Top Of Footing.
NOTE: Expansion Joints Require A Waterproofing To Extend 12'' On Each Side
PROJECT NUMBERREFERENCE
YEARFISCAL
NUMBERSHEET
SH
EE
T R
EF
ER
EN
CE
1''
2''
0
PL
OT
TE
D:1
1-S
EP
-20
19
\\b
rvm
s0
02
\Brid
ge
Sta
nd
ard
an
dS
pe
cia
l\B
rid
ge
Sta
nd
ard
DG
N F
iles\S
tan
da
rdsB
oo
ks\B
rid
ge
\20
20
Sta
nd
ard
sB
oo
k\r
w1
04
.dg
n
REVISIONS
OF TRANSPORTATIONALABAMA DEPARTMENT
THESE DRAWINGS MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OFUSE UNAUTHORIZED MAKING ANYONE USE. SUCH APPROVE TO AUTHORIZED
REPRESENTATIVETRANSPORTATION OF DEPARTMENT ALABAMA THE OF CONSENT
WRITTENEXPRESSED THE WITHOUT ORGANIZATION, ANY OR ANYONE, BY USED OR
ALTERED,REPRODUCED, COPIED, BE TO NOT ARE AND TRANSPORTATION OF MENT
THESE DRAWINGS REPRESENT DESIGNS PREPARED FOR USE BY THE ALABAMA DEPART-
''=1'-0''43
Scale:
''2
16
FHWA APPROVED
4
BRIDGE STANDARD DRAWING
OFSHEET
RW 10-4 1
INDEX NO.
0' TO 34' HEIGHTS
RETAINING WALLS
529018-25-10
�
�
''21
6
3'-
4''
4'-
0''
8''
1'-7''8''9''
3'-0''
11'' ''21
1'-61'-
0''
(Max.)
2''cl.
3''cl. 3''cl. 3''cl.
6''
Holes
� 3''� Weep
@12''o.c.
Bars Type J#3
@12''o.c.
Bars Type A#3
Backfill
Const.Jt.
@12''o.c.
Bars Type D#3
5-Bars Type A#3
Ground
0' To 4'-0'' RETAINING WALL'' =1'-0''4
3Scale:
2''cl.
''216
6'-0''
5'-3''
9''
1'-0''
(Max.)
2''c
l.
6''
Backfill
Ground
2''cl.
3''c
l. 3''cl.
1'-5''
3''cl.Const.Jt.
2'-0''
6-Bars Type B#4
@7''o.c.
Bars Type E#4
Sto
p B
ars
K
''21
2'-3
#4 @14''o.c.
Bars Type K & L
#4 @14''o.c.
Bars Type L
@12''o.c.
Bars Type B#4
And Bars L
NOTE: Alternate Bars K
Ma
xim
um
Ma
xim
um
Maxim
um
Ma
xim
um
8''
4'-3''
1'-3'' 2'-4''8''
8''
4'-0'' To 6'-0'' RETAINING WALL
1'-0''
(Max.)
6''Ground
Const.Jt.
2''c
l.3
''cl. 3''cl.
8'-0'' 7'-1''
11
''
Maxim
um
Maxim
um
@12''o.c.
Bars Type B#4
''21
8
1'-11'' '"21
3'-1
Backfill
2''cl.#5 @13''o.c.
Bars Type N
2''cl.
And Bars N
NOTE: Alternate Bars M
2'-6''
Sto
p B
ars
M
@ 13''o.c.
Bars Type M & N
1'-10'' 9'' 3'-2''
5'-9''
3''c
l.
3''cl.
6'-0'' To 8'-0'' RETAINING WALL
3''cl.
9''
10-Bars Type B#4
@12''o.c.
Bars Type C#4
10'-0''
9'-1''
11''
Ground
1'-0''
(Max.)
2'-4'' ''21
3'-10
@12''o.c.
Bars Type C#4
@12''o.c.
Bars Type B#4
@11''o.c.
Bars Type N#6
2''cl.2''cl.
And Bars N
NOTE: Alternate Bars M
@11''o.c.
Bars Type M & N#6
3'-0''
Sto
p B
ars
M
6''
Const.Jt.
Backfill
12-Bars Type B#4
7'-0''
2'-3'' 4'-0''9''
3''cl.3''c
l. 9''
3''cl.
2''c
l.
3''c
l.
3''cl.
''o.c.21
@ 5
Bars Type G#5
Ma
xim
um
Ma
xim
um
8'-0'' To 10'-0'' RETAINING WALL
9''
3''c
l.
3''cl.
3''cl.3''c
l.
2''c
l.
Ground
1'-0
''
(Max.)
@12''o.c.
Bars Type B#4
2''cl.
Sto
p B
ars
M
6''
Const.Jt.
Backfill
3''cl.
''21
1'-0
12'-0''
11'-0'' M
axim
um
Ma
xim
um
1'-0''
4'-6''
''21
4'-5
@6''o.c.
Bars Type G#6
@12''o.c.
Bars Type N#7
And Bars N
NOTE: Alternate Bars M
@12 ''o.c.
Bars Type M & N#7
@12''o.c.
Bars Type C#4
2''cl.
2'-9''
8'-3''
2'-8'' 4'-10''9''
2''c
l.
3''cl.
3''c
l.
Ground
1'-0''
(Max.)
@12''o.c.
Bars Type C#4
2''cl.
6''
Const.Jt.
Backfill
@12''o.c.
Bars Type B#4
2''cl.
3''cl.
@13''o.c.
Bars Type Q#8
And Bars Q
NOTE: Alternate Bars P
@13''o.c.
Bars Type P & Q#8
''o.c.21
@ 6
Bars Type F#7
Sto
p B
ars
P
''21
5'-0
5'-0''
14'-0''
12'-9''
1'-3''
3'-2''
13-Bars Type B#4 15-Bars Type B#4
3''c
l.
3''cl.
Ma
xim
um
Maxim
um
10'-0'' To 12'-0'' RETAINING WALL
9'-6''
3'-1'' 5'-6''11''
11
''
12'-0'' To 14'-0'' RETAINING WALL
2''c
l.
3''cl.
3''c
l.
Ground
1'-0
''
(Max.)
3''cl. 3''c
l.
6''
Const.Jt.
Backfill
3''cl.
''21
5'-11
6'-0''
Sto
p B
ars
S
''21
1'-64'-0''
11'-6''
3'-11'' 1'-0'' 6'-7''
1'-0
''
@12''o.c.
Bars Type C#4
2''cl.
16'-0''
Maxim
um
14'-6''
Maxim
um
2''cl.
@12''o.c.
Bars Type B#4
@13''o.c.
Bars Type T#9
For All Walls.
Sheet No. 1 Of 4.Typical
See Detail At Top Of Wall
And Bars T
NOTE: Alternate Bars S
'':12''167
Batter
''o.c.21
@ 6
Bars Type H#6
@13''o.c.
Bars Type S & T#9
1'-6''
'' =1'-0''21
Scale:
14'-0'' To 16'-0'' RETAINING WALL
''21
1'-3
''21
9
14-Bars Type B#4
''o.c.21
@ 6
Bars Type F#4
A 3000 psf Minimum Allowable Soil Bearing Pressure.
NOTE:The Retaining Wall Designs On Sheets 2 Thru 4 Are Based On
Used For Level Or Sloping Backfill.
NOTE:Retaining Walls Shown 0'To 16'In Height May Be
SH
EE
T R
EF
ER
EN
CE
1''
2''
0
PL
OT
TE
D:1
1-S
EP
-20
19
\\b
rvm
s0
02
\Brid
ge
Sta
nd
ard
an
dS
pe
cia
l\B
rid
ge
Sta
nd
ard
DG
N F
iles\S
tan
da
rdsB
oo
ks\B
rid
ge
\20
20
Sta
nd
ard
sB
oo
k\r
w1
04
.dg
n
REVISIONS
OF TRANSPORTATIONALABAMA DEPARTMENT
THESE DRAWINGS MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OFUSE UNAUTHORIZED MAKING ANYONE USE. SUCH APPROVE TO AUTHORIZED
REPRESENTATIVETRANSPORTATION OF DEPARTMENT ALABAMA THE OF CONSENT
WRITTENEXPRESSED THE WITHOUT ORGANIZATION, ANY OR ANYONE, BY USED OR
ALTERED,REPRODUCED, COPIED, BE TO NOT ARE AND TRANSPORTATION OF MENT
THESE DRAWINGS REPRESENT DESIGNS PREPARED FOR USE BY THE ALABAMA DEPART-
0' TO 34' HEIGHTS
RETAINING WALLS
RW 10-4
'' =1'-0''43
Scale: '' =1'-0''43
Scale:
'' =1'-0''21
Scale: '' =1'-0''21
Scale: '' =1'-0''21
Scale:
Holes
� 3''� WeepHoles
� 3''� Weep
Holes
� 3''� Weep
Holes
� 3''� Weep
Holes
� 3''� WeepHoles
� 3''� WeepHoles
� 3''� Weep
FHWA APPROVED
4
BRIDGE STANDARD DRAWING
OFSHEET2
INDEX NO.
8-25-1052902
PROJECT NUMBERREFERENCE
YEARFISCAL
NUMBERSHEET
18
'-0
''
2'-
0''
16
'-0
''
5'-0'' ''21
7'-5
"21
2'-0
14'-6''
7'-11''1'-8''4'-11''
2''cl.
3''cl.
3''cl.
1'-
8''
Max
imu
m
Max
imu
m
3''cl.Ground
1'-
0''
(Max.)
Bars Type C#4@12''o.c.
NOTE: Alternate Bars SAnd Bars T
Const.Jt.
2''cl. 2''cl.
Bars Type B#4@12''o.c.
Backfill
7'-
0''
Sto
p B
ars
S
Bars Type S & T#9
@12''o.c.
Bars Type G#7
@6''o.c.
6''
18-Bars Type B#4
See Detail At Top Of WallSheet No. 1 Of 4.TypicalFor All Walls.
2''cl.
3''cl.
3''cl.3''cl.
Ground
1'-
0''
(Max.)
Bars Type C#4@12''o.c.
2''cl.
'':12''43
Batter
Const.Jt.
Backfill
6''
2''cl.
Bars Type B#4
@12''o.c.
Bars Type T#9@12''o.c.
Level Backfill
18
'-0
''
16
'-6
''1
'-6
''
Max
imu
m
Max
imu
m
5'-
0''
3'-
6''
Sto
p B
ars
US
top
Bars
R
4'-0'' ''21
4'-5
Bars Type Q#7
''o.c.21
@16
Bars Type R & Q#7
''o.c.21
@16
Bars Type U,R & Q#7
''o.c.21
@16
3''cl.
3''cl.
1'-
0''
3'-11'' 5'-1''1'-0''
10'-0''
3''cl.
17-Bars Type B#4
NOTE: Alternate Bars R,
Bars Q & Bars U. (See
Diagram)
''21
1'-6
16'-0'' TO 18'-0'' RETAINING WALL16'-0'' TO 18'-0'' RETAINING WALL
'':12''83
Batter
Bars Type G#6
''o.c.21
@5
Bars Q
''21
5
Bars RBars U
3''cl.
3''cl.
2''cl.
Ground
1'-
0''
(Max.)
2''cl.
Bars Q
Bars R Bars U
Bars Type C#4@12''o.c.
Const.Jt.
Backfill
6''
5'-
0''
Sto
p B
ars
US
top
Bars
R
8'-0'' ''21
5'-11
''21
2'-6
''21
6
Bars Type B#4@12''o.c.
NOTE: Alternate Bars R,
Bars Q & Bars U. (See
Diagram)
Bars Type Q#10
''o.c.21
@19
Bars Type R & Q#10
''o.c.21
@19
Bars Type U,R & Q#10
''o.c.21
@19
22'-
0''
Maxim
um
19'-
6''
Maxim
um
2'-
6''
2''cl.
'':12''1615
Batter
6'-
0''
3''cl.
3''cl.
3''cl.
1'-
8''
1'-8''
16'-6''
7'-11'' 6'-11''
26-Bars Type B#4
18'-0'' TO 22'-0'' RETAINING WALL
3''cl.
3''cl.
2''cl.
22
'-0
'' M
ax
imu
m
19
'-6
'' M
ax
imu
m2
'-6
''
Ground
1'-
0''
(Max.)
2''cl.
''21
2'-6
Bars Type G#6
''o.c.21
@ 6
3''cl.
3''cl.
1'-
8''
1'-8''
13'-0''
5'-10''
5'-7''5'-9''
Const.Jt.
Backfill
6''
Bars Type B#4@12''o.c.
2''cl.
'' :12''1615
Batter
Bars Type C#4
@12''o.c.
Bars Type Q#7@12''o.c.
''21
4'-7
Sto
p B
ars
R
7'-
6''
Bars Type R & Q#7@12''o.c.
Bars Type G#6
@6''o.c.
22-Bars Type B#4
Level Backfill
18'-0'' TO 22'-0'' RETAINING WALL
NOTE:Alternate Bars Q & Bars R
''=1'-0''83
Scale:
3''cl.
3''cl.
3''cl.
3''cl.
2''cl.
Ground
1'-
0''
(Max.)
2''cl.
Bars Type C#4@12''o.c.
Const.Jt.
Backfill
6''
''21
2'-6
2'-
6''
2''cl.
3''cl.
3''cl.
3''cl. 1
'-8
''
1'-8''
30-Bars Type B#4
10'-8'' 7'-8''
20'-0''
@12''o.c.
Bars Type B#4
Diagram)
Bars W & Bars X. (See
NOTE: Alternate Bars V,
Bars X
Bars W Bars V
4'' 4'' 4''
26'-
0''
Maxim
um
23'-
6''
Maxim
um
''=1'-0''41Scale:
'':12''43
Batter
@12''o.c.
Bars Type V,W & X#10
@12''o.c.
Bars Type W & X#10
6'-
6''
Sto
p B
ars
WS
top
Bars
V
''21
6'-8
7'-
0''
10'-9''
@12''o.c.
Bars Type X#10
22'-0'' TO 26'-0'' RETAINING WALL
@8''o.c.
Bars Type H#8
3'-
9''
Splice Bars Type X
3''cl.
3''cl.
2''cl.
Ground
1'-
0''
(Max.)
2''cl.
Bars Type C#4@12''o.c.
Const.Jt.
Backfill
6''
''21
2'-6
2'-
6''
2''cl.
3''cl.
3''cl.
3''cl. 1
'-8
''
1'-8''
@12''o.c.
Bars Type B#4
Diagram)
Bars W & Bars X. (See
NOTE: Alternate Bars V,
Bars X
Bars W Bars V
26'-
0''
Maxim
um
23'-
6''
Maxim
um
'':12''43
Batter
Sto
p B
ars
WS
top
Bars
V
22'-0'' TO 26'-0'' RETAINING WALL
''21
5
7'-6''
7'-5''
16'-0''
5'-
6''
6'-
9''
''21
5'-11
''o.c.21
@16
Bars Type X#9
''o.c.21
@16
Bars Type V,W & X#9
''o.c.21
@16
Bars Type W & X#9
''o.c.21
@5
Bars Type F#7
27-Bars Type B#4
Level Backfill
6'-11''
A 3000 psf Minimum Allowable Soil Bearing Pressure.
NOTE:The Retaining Wall Designs On Sheets 2 Thru 4 Are Based On
PROJECT NUMBER
REFERENCE
YEAR
FISCAL
NUMBER
SHEET
SH
EE
T R
EF
ER
EN
CE
1''
2''
0
PL
OT
TE
D:1
1-S
EP
-20
19
\\brv
ms002\B
ridgeS
tandard
andS
pecia
l\B
ridge S
tandard
DG
N F
iles\S
tandard
sB
ooks\B
ridge\2
020 S
tandard
sB
ook\r
w104.d
gn
REVISIONS
OF TRANSPORTATION
ALABAMA DEPARTMENT
THESE DRAWINGS MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OFUSE UNAUTHORIZED MAKING ANYONE USE. SUCH APPROVE TO AUTHORIZED
REPRESENTATIVETRANSPORTATION OF DEPARTMENT ALABAMA THE OF CONSENT
WRITTENEXPRESSED THE WITHOUT ORGANIZATION, ANY OR ANYONE, BY USED OR
ALTERED,REPRODUCED, COPIED, BE TO NOT ARE AND TRANSPORTATION OF MENT
THESE DRAWINGS REPRESENT DESIGNS PREPARED FOR USE BY THE ALABAMA DEPART-
0' TO 34' HEIGHTS
RETAINING WALLS
RW 10-4
:1 Backslope (Max.)21
1
:1 Backslope (Max.)21
1 :1 Backslope (Max.)21
1
Holes
� 3''� Weep
''=1'-0''83
Scale:
''=1'-0''83
Scale: ''=1'-0''83
Scale:
''=1'-0''41Scale:
Holes
� 3''� Weep
Holes
� 3''� Weep
''21
5 ''21
5
''21
6 ''21
6
Holes
� 3''� Weep
Holes
� 3''� WeepHoles
� 3''� Weep
''21
5 ''21
5
FHWA APPROVED
4
BRIDGE STANDARD DRAWING
OFSHEET3
INDEX NO.
8-25-1052903
34
'-0
'' M
ax
imu
m
31
'-6
'' M
ax
imu
m2
'-6
''
2'-
0''
10'-3'' 7'-9''3'-0''
21'-0''
8'-10''2'-0''
Level Backfill
Bars C#4@ 12''o.c.
2''cl.
2''cl.
Bars X#11 @ 15''o.c.
'':12''43
Batter
Bars Type B#4 @ 12''o.c.
Bars Type W & X#11 @ 15''o.c.
Bars Type V,W & X#11 @ 15''o.c.
6'-
9''
6'-
0''
Sto
p B
ars
VS
top B
ars
W
Diagram)
Bars W & Bars X. (See
NOTE: Alternate Bars V,
5'' 5'' 5''
1'-
0''
Max.
Ground
2''cl.
3''cl.
3''cl.
3''cl.
3''cl.6'' Const. Jt.
Bars X
Bars VBars W
30'-0'' T0 34'-0'' RETAINING WALL
Backfill
34'-
0''
Maxim
um
2'-
0''
Bars C#4@ 12''o.c.
2''cl.
1'-
0''
Max.
Ground
2''cl.
3''cl.
Bars X
Bars VBars W
3'-0''
2''cl.
'':12''43
Batter
Bars Type B#4 @ 12''o.c.
Sto
p B
ars
VS
top
Bars
W
Diagram)
Bars W & Bars X. (See
NOTE: Alternate Bars V,
3''cl.6''
Const. Jt.
Backfill
''o.c.21
Bars X#11 @ 13
''o.c.21
Bars Type W & X#11 @ 13
''o.c.21
Bars Type V,W & X#11 @ 13
3''cl.
3''cl.
2'-0''
8'-
0''
7'-
0''
@ 7 ''o.c.
Bars Type F#10
30'-0'' T0 34'-0'' RETAINING WALL
3''cl.
3''cl.
''21
4
4'-
2''
4'-
2''
Bars C#4@ 12''o.c.
2''cl.
1'-
0''
Max.
Ground
Bars X
Bars VBars W
4'-
2''
Splice Bars X (35 Dia.)
2'-9''
Sto
p B
ars
WS
top B
ars
V
6'-
6''
6'-
6''
2'-0''
2'-
0'' 2'-
6''
27'-
6''
Maxim
um
30'-
0''
Maxim
um
2''cl.
'':12''43Batter
Bars Type B#4 @ 12''o.c.
Backfill
6''
Const. Jt. 3''cl.
3''cl.
3''cl.
2''cl.
3''cl.
3''cl.
''o.c.21
X#11@19
Bars Type V,W &
''o.c.21
X#11@ 19
Bars Type W &
''o.c.21
Bars X#11 @ 19
Bars Type F#7@6''o.c.
9'-9''
7'-0''
9'-8'' 7'-10''
19'-6''
Level Backfill
''21
6
Bars C#4@ 12''o.c.
2''cl.
1'-
0''
Max.
Ground
Bars X
Bars VBars W
4'-
2''
Splice Bars X (35 Dia.)
2'-
0'' 2'-
6''
27
'-6
'' M
ax
imu
m
30'-
0''
Maxim
um
2''cl.
3''cl.
3''cl.
Sto
p B
ars
WS
top B
ars
V
6'-
6''
6'-
6''
2''cl.
'':12''43
Batter
Bars Type B#4 @ 12''o.c.
Backfill
6''
Const. Jt. 3''cl.
2'-9'' 8'-0''
10'-8'' 2'-0'' 8'-10''
21'-6''
3''cl.
3''cl.
38-Bars Type B#4
X#11@18''o.c.
Bars Type V,W &
X#11@18''o.c.
Bars Type W &
Bars X#11 @ 18''o.c.
35-Bars Type B#4''o.c.2
1@ 7
Bars Type F#8
10'-2''
''=1'-0''163
Scale:
26'-0'' TO 30'-0'' RETAINING WALL 26'-0'' TO 30'-0'' RETAINING WALL
See Detail At Top Of
Wall. Sheet 1 Of 4.
Typ. All Walls.
Bars Type F#9@5''o.c.
6'' 6'' 6''
10'-9''
Diagram)
Bars W & Bars X. (See
NOTE: Alternate Bars V,
Diagram)
Bars W & Bars X. (See
NOTE: Alternate Bars V,
36-Bars Type B#4
11'-10''
31
'-0
'' M
ax
imu
m
43-Bars Type B#4
10'-3''
24'-0''
11'-9''
3'-
0''
Min.
2'-0''
~
NOTE:
9'-2''
These Requirements.
For Backfill Materials Not Meeting
Specially Designed Retaining Wall
The Bridge Bureau Will Supply A
Than 10% Passing A #200 Sieve.
A 3000 psf Minimum Allowable Soil Bearing Pressure.
NOTE:The Retaining Wall Designs On Sheets 2 Thru 4 Are Based On
No Scale
Maximum Size Of 10''And With Fewer
Backfill With Particles Having A
Were Designed Based on A Granulated
The Retaining Walls On Sheet 4 Of 4
RETAINING WALLS ON SHEET 4 OF 4
TYPICAL BACKFILL FOR
PROJECT NUMBER
REFERENCE
YEAR
FISCAL
NUMBER
SHEET
SH
EE
T R
EF
ER
EN
CE
1''
2''
0
PL
OT
TE
D:2
3-S
EP
-20
19
A:\
Bri
dge S
tandard
DG
N F
iles\S
tandard
sB
ooks\B
ridge\2
020 S
tandard
sB
ook\r
w104.d
gn
REVISIONS
OF TRANSPORTATION
ALABAMA DEPARTMENT
THESE DRAWINGS MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.
OFUSE UNAUTHORIZED MAKING ANYONE USE. SUCH APPROVE TO AUTHORIZED
REPRESENTATIVETRANSPORTATION OF DEPARTMENT ALABAMA THE OF CONSENT
WRITTENEXPRESSED THE WITHOUT ORGANIZATION, ANY OR ANYONE, BY USED OR
ALTERED,REPRODUCED, COPIED, BE TO NOT ARE AND TRANSPORTATION OF MENT
THESE DRAWINGS REPRESENT DESIGNS PREPARED FOR USE BY THE ALABAMA DEPART-
0' TO 34' HEIGHTS
RETAINING WALLS
RW 10-4
2:1 Backslope (Max.)
2:1 Backslope (Max.)
� 3''� Weep Holes � 3''� Weep Holes
''21
6 ''21
6 ''21
6
''=1'-0''163
Scale: ''=1'-0''163
Scale:
''=1'-0''163
Scale:
� 3''� Weep Holes� 3''� Weep Holes
Splice Bars X (35 Dia.)
Splice Bars X (35 Dia.)
''21
4 ''21
4
FHWA APPROVED
4
BRIDGE STANDARD DRAWING
OFSHEET4
INDEX NO.
8-25-1052904