ESTIMATED QUANTITIES

"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.


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


@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


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


@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


9'-6''

3'-1'' 5'-6''11''

11

''


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:


''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







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''� Weep

FHWA APPROVED

4


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.)


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


Const.Jt.

Backfill

6''

5'-

0''

Sto

p B

ars

US

top

Bars

R

8'-0'' ''21

5'-11

''21

2'-6

''21

6


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''


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


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.


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


@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.


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 X

Bars W Bars V

26'-

0''

Maxim

um

23'-

6''

Maxim

um

'':12''43

Batter

Sto

p B

ars

WS

top

Bars

V


''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''



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







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''� Weep

''21

5 ''21

5

FHWA APPROVED

4


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)



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


Sto

p B

ars

VS

top

Bars

W

Diagram)



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


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''


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


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)



Diagram)



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.



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







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



''21

4 ''21

4

FHWA APPROVED

4


OFSHEET4

INDEX NO.

8-25-1052904

Documents

ESTIMATED QUANTITIES