SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

8"

CLEnds

at Barrier

2"Cover

Spaced @ 1'- 0" C-C

V1 Bars (#4)

1

(#5)

H1 Bars

ELEVATION VIEW

(WWR) Option for Bars V1 and H1

Welded Wire Reinforcement

D20

Horizontal(

WW

R)

LC

(IN.)

HEIGHT

BARRIER

A B C

42

48

54

CONSTANT SLOPE FACE (CSF) BARRIER

CONSTANT SLOPE FACE CONCRETE BARRIER

(CSF)(42")

Constant Slope Face (CSF) on Roadway

ƒ " MinE

qual

Spaces of

(4"

min, to 6"

max)

DIMENSIONS (IN)

3" min from V1 Bars

(Typ)

1ƒ"

8"

Paved Shoulder

Edge of

(#4)

H1 Bars

6"

42"

*

*

6"• "

depending on barrier height

H1 Bars (#5) Equally spaced

Longitudinal Reinforcement

10"

(AT RETAINING WALL)

REINFORCING STEEL CSF 4-A

Pi

n

2"

Be

ndi

ng

3"

5"

AT 12" C-C

D14 VERTICAL WIRES

GENERAL NOTES

A

A

A10' LENGTH

LONGITUDINAL BARS (#4)

(FLEXIBLE PAVEMENT)

CONCRETE BARRIER

CONSTANT SLOPE FACE

D.J.W.

10/2017

42"

16"

B

B

SECTION B-B

BARRIER IS SYMMETRICAL ABOUT THE CENTER LINE

1"

36"

26

28 ‚

30 • 62 ‚

26"

8"

LC

CONSTANT SLOPE FACE CONCRETE BARRIER

(CSF)(42")

24"

D

D

24

26 ‚

28 •

ACCORDINGLY.

BARRIER AND REINFORCEMENT DIMENSIONS

TO 48" OR 54". THIS WOULD INCREASE THE

(CSF)(42") BARRIER HEIGHT MAY BE INCREASED

50 ‚

56 ‚

Wall

Retaining

Note 6).

(See General

as required

Drainage Slots,

3'Long X 3"Deep (Min)

SEE NOTE 7

edge and top clearances.

or bent to accomodate the

drainage slots may be cut

Reinforcement around the

Note:

25 Œ

27 •

29 ‡

B

C

RADIUS.

OR TOOLED

SHALL HAVE 1" RADIUS

TOP EDGES OF CSF BARRIER

RADIUS.

OR TOOLED

SHALL HAVE 1" RADIUS

TOP EDGES OF CSF BARRIER

#4 RebarV1 Bar

Pin

2"

Bendin

g

(#4)

V1 Bars

DETAIL

GRADE SEPARATION

*

42"

B

C

5"

10" 1

0"

CL

DETAIL

GRADE SEPARATION

*

42"

10"

SECTION A-A

2"

2"

(TYP)

1 ƒ"

2"

2"

24"

6"

(CSF(Se) SECTIONS ONLY)

REQUIRED CONSTRUCTION JOINT

DETAILS OF

THROUGH CONSTRUCTION JOINTS

REQUIRED REINFORCING

DETAILS OF

11 3/8 "

6"

19"

(FOR Se BARRIER)

6" O.C.

#5 BARS

BARRIER)

(FOR Se

6" O.C.

#5 BARS

EXCEEDS 30"

IF GRADE SEPERATION

SPECIAL DESIGN REQUIRED

K

(Option A)

1•" - 18"

(Option B)

18" - 30"

(Optional)

JOINT

CONSTRUCTION

for required locations)

(Reference Details A-A

V1 Bar(#4)

1• "

Max

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

DESIGN BUREAU SPECIAL DRAWING

1409 COLISEUM BOULEVARD

MONTGOMERY, AL 36130-3050

OF TRANSPORTATIONALABAMA DEPARTMENT

SPECIAL DRAWING NO INDEX NO

REVISIONS

UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING

ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT

TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY: DATE DRAWN:

NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

32"

MI

N.

42"

OPTIONAL CONSTRUCTION JOINT

(40' SPACING TYP.)

PAY ITEM 707G

DELINEATORS

BARRIER MOUNTED

SUPPORT

FOR LATERAL

REQUIRED

EQUIVALENT

(TYP) OR

PAVEMENT

OF ASPHALT

1" MINIMUM

for entire length.

required for 4A

Footing always

Note:

(WWR) GENERAL NOTES

6"

12"

12"

SUPPORT

FOR LATERAL

REQUIRED

EQUIVALENT

(TYP) OR

PAVEMENT

OF ASPHALT

1" MINIMUM

(IN.)

HEIGHT

BARRIER

(IN.)

LENGTH

BAR

54

48

42 8

30

20

OFFSET #5 BAR1 ƒ" MIN

D.J.W.

NOTE:

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

DESIGN BUREAU SPECIAL DRAWING

1409 COLISEUM BOULEVARD

MONTGOMERY, AL 36130-3050

OF TRANSPORTATIONALABAMA DEPARTMENT

SPECIAL DRAWING NO INDEX NO

REVISIONS

UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING

ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT

TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY: DATE DRAWN:

NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

3"

3"

6 RUNS FOR 54" BARRIER.

FOR 42" HEIGHT BARRIER, 4 RUNS FOR 48" BARRIER, AND

PORTION ABOVE 36" WILL CONSIST OF 2 RUNS (1 PER SIDE)

IN LOWER 36" PORTION OF BARRIER (4 PER SIDE). THE

LONGITUDINAL REINFORCEMENT WILL CONSIST OF 8 RUNS

WIRE SHALL NOT EXCEED 3".

FROM THE END OF THE BARRIER SECTION TO THE FIRST

PERMITED AS DIRECTED BY THE ENGINEER. THE DIMENSIONS

4. COMBINATIONS OF REINFORCING STEEL AND WWR WILL BE

SPLICE LAP LENGTH OF 12".

3. WELDED WIRE SPLICE LOCATIONS SHALL HAVE A "MINIMUM"

THE DRAINAGE SLOTS, AS DIRECTED BY THE ENGINEER.

2. WELDED WIRE CAGE MAY BE CUT AND BENT TO ACCOMMODATE

CONFORM TO ASTM A497.

1. DEFORMED WELDED WIRE REINFORCEMENT (WWR) SHALL

62901CSF-629-FP (SHEET 1 OF 2)

10" MIN

ABUTS RIGID OBJECTS OR STRUCTURES.

R3/4" EXPANSION JOINT REQUIRED ONLY WHEN BARRIE7.

GEOMETRIC CHANGES TO THE BARRIER FACE.

MAY BE INCREASED TO A MAXIMUM OF 5", WITHOUT

SHOWN IN THE PLANS, DRAINAGE SLOT HEIGHTS ON THE CSF

DRAINAGE SLOT LOCATIONS (12'-0", O.C. MIN SPACING) IF 6.

OR CSF 4-A MODIFIED BARRIER.

CONTINUOUSLY THROUGHOUT THE LENGTH OF ANY CSF 4-AC.

DETAIL BELOW).

GRADE SEPARATION (SE) BARRIER (AS SHOWN IN THE

CONTINUOUSLY THROUGHOUT THE LENGTH OF ANY B.

JOINTS BETWEEN RAIL ELEMENTS.

ANY LENGTH OF RAIL, INCLUDING ANY UN-REINFORCED

THE BEGINNING AND ENDING 10 FEET (LONGITUDINAL) OF A.

FOLLOWING SITUATIONS:

BARRIER PAY ITEM (629A) AND IS REQUIRED IN THE

SHALL BE A SUBSIDIARY OBLIGATION OF THE APPLICABLE

THE 10" MIN DEPTH FOOTING AS SHOWN IN SECTION A-A 5.

BARRIER SHALL THEN BE PAID FOR AS CSF (SE) BARRIER.

TWO ROADWAYS, AT THE BARRIER, GREATER THAN 1.5". THE

UNTIL THERE IS A DIFFERENCE IN THE ELEVATION OF THE

THE PAYMENT FOR THE MEDIAN BARRIER SHALL BE AS CSF 4.

INTO MEDIAN.

SHALL BE INSTALLED PRIOR TO SHIFTING TCP TRAFFIC

DELINEATORS REQUIRED 20'-0" O.C. THESE DELINEATORS

SAWED CONTRACTION JOINTS AND BARRIER MOUNTED 3.

FOR THE BARRIER WALL.

SHALL BE A SUBSIDARY OBLIGATION OF THE PRICE BID

AASHTO DESIGNATION M-33. THE COST OF THIS ITEM

JOINT MATERIAL(BITUMINOUS TYPE) FILLER MEETING

EXPANSION JOINTS AT BRIDGE PIER SHALL BE PREFORMED2.

OF EQUIVALENT STEEL AREA.

REINFORCING STEEL AS SHOWN OR WELDED WIRE FABRIC

SHALL CONSIST OF CONTINUOUS LONGITUDINAL

THE REINFORCING SHALL BE CONTINUOUS. REINFORCING 1.

MI

N

MI

N

MI

N

4-A on 7-21-2020 by DJW.

depth call out to footing of Type

Modified General Note 5 and added4.

Details on 07-09-19 by J.F.T.

Revised Optional Construction Joint3.

Details on 12-4-2018 by D.J.W.

Revised Optional Construction Joint2.

Pavement)" on 10/18/17 by LVS

Face Concrete Barrier (Flexible

to MASH approved "Constant Slope

Changed Drawing from Jersey Barrier 1.

CLEnds

at Barrier

2"Cover

Spaced @ 1'- 0" C-C

V1 Bars (#4)

1

(#5)

H1 Bars

ELEVATION VIEW

3"

5"5"

3 ~ (#6) Anchor Bars Spaced @ 2'- 0"

LC

D20

Horizontal(

WW

R)

Equal

Spaces of

6"

B

C

depending on barrier height

H1 Bars (#5) Equally spaced

Longitudinal Reinforcement

6"

1'-

9"

15"

CONSTANT SLOPE FACE (CSF) BARRIER

BARRIER PLACEMENT OVER JOINTS

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

See Detail

(#6) Anchorage

(Typ)

3" min from V1 Bars

Spaced @ 8'- 0" C-C (Max)

(#6) Anchor Bars

(4"

min to 6"

max)

ƒ" Min

(RIGID PAVEMENT)

CONCRETE BARRIER

CONSTANT SLOPE FACE

Retaining Wall

(Typ)

1ƒ"

8"

Paved Shoulder

Edge of

(#4)

H1 Bars

6"

(AT RETAINING WALL)

REINFORCING STEEL CSF 4-A

42"

16"

(See General Note 6).

Drainage Slots, as required

3'Long X 3"Deep (Min)

CONSTANT SLOPE FACE BARRIER ON RIGID PAVEMENT

(SHOWING REINFORCEMENT AND ANCHOR PLACEMENT)GENERAL NOTES

or Anchor Bars

the 3'- 0" Drainage slots, as directed by the Engineer.

Anchor spacing may be altered to accomadateJoints and Intermediate Joints

Typical Anchorage at all Expansion

3"

"•

PREFORMED BITUMINOUS FIBER MATERIAL. OR •"

JOINTS (WITH OR WITHOUT TIEBARS): TWO LAYERS OF 30 LB ROOFING FELT

BARRIER MAY BE CAST OVER A "LONGITUDINAL" JOINT.

FROM A LONGITUDINAL JOINT.

BARRIER ANCHORAGE NOTE: ANCHORAGE MUST BE LOCATED AT LEAST 3" Pin

2"

Bending

Pin

2"

Bending

BARRIER IS SYMMETRICAL ABOUT THE CENTERLINE

DETAIL

GRADE SEPARATION

*

42" K

10"

DETAIL

GRADE SEPARATION

EXCEEDS 30"

IF GRADE SEPERATION

SPECIAL DESIGN REQUIRED

(IN.)

HEIGHT

BARRIER

A B C

42

48

54

DIMENSIONS (IN)

*

*

26

28 ‚

30 • 62 ‚

D

24

26 ‚

28 •

ACCORDINGLY.

BARRIER AND REINFORCEMENT DIMENSIONS

TO 48" OR 54". THIS WOULD INCREASE THE

(CSF)(42") BARRIER HEIGHT MAY BE INCREASED

50 ‚

56 ‚

25 Œ

27 •

29 ‡

B

C

(CSF)(42")

SEE NOTE 7

10/2017

A

A

CL

See Detail

(#6) Anchorage

(Typ)

1 ƒ "

10"

BARRIER

EM

BE

DM

EN

T

BA

RRI

ER

CONCRETE

EMBEDMENT

SECTION A-A

(#4)

V1 Bars

(#6) Bars

BARRIER)

(FOR Se

6" O.C.

#5 BARS

*

42"

(Option A)

1•"-18"

(Option B)

18"-30"

AT 12" C-C

(WWR),

D14 VERTICAL

1•" Max

(WWR) OPTION FOR BARS V1 AND H1

WELDED WIRE REINFORCEMENT

SEE (WWR) GENERAL NOTES ON (SHEET 1 OF 2)

10' Length

B

B

for required locations)

(Reference Details A-A

V1 Bar(#4)

SECTION B-B

8"

LC

REST ON THE TOP OF THE RIGID PAVEMENT.

THE BOTTOM OF THE REINFORCEMENT CAGE MAY

EDGE AND TOP CLEARANCES.

MAY BE CUT OR BENT TO ACCOMMODATE THE

REINFORCEMENT AROUND THE DRAINAGE SLOTS

NOTE:

(Optional)

JOINT

CONSTRUCTION

2"

2"

24"

6"

(CSF(Se) SECTIONS ONLY)

REQUIRED CONSTRUCTION JOINT

DETAILS OF

THROUGH CONSTRUCTION JOINTS

REQUIRED REINFORCING

DETAILS OF

11 3/8 "

6"

19"

BARRIER)

(FOR Se

6" O.C.

#5 BARS

Drill and Epoxy (Existing Concrete)

(Fresh Insertion Method (New Concrete)

CONCRETE BARRIER

CONSTANT SLOPE FACE

CONCRETE PAVEMENT ANCHORAGE

CONCRETE BARRIER

CONSTANT SLOPE FACE

24"

D

RADIUS.

OR TOOLED

SHALL HAVE 1" RADIUS

TOP EDGES OF CSF BARRIER

32"

MI

N.

42"

(40' SPACING TYP.)

PAY ITEM 707G

DELINEATORS

BARRIER MOUNTED

8"

LC

CONSTANT SLOPE FACE CONCRETE BARRIER

(CSF)(42")

42"

A

(IN.)

HEIGHT

BARRIER

36"

26"

RADIUS.

OR TOOLED

SHALL HAVE 1" RADIUS

TOP EDGES OF CSF BARRIER

OPTIONAL CONSTRUCTION JOINT

6"

12"

12"

(IN.)

LENGTH

BAR

54

48

42 8

30

20

OFFSET #5 BAR1 ƒ" MIN

D.J.W.

D.J.W.

6 RUNS FOR 54" BARRIER.

FOR 42" HEIGHT BARRIER, 4 RUNS FOR 48" BARRIER, AND

PORTION ABOVE 36" WILL CONSIST OF 2 RUNS (1 PER SIDE)

IN LOWER 36" PORTION OF BARRIER (4 PER SIDE). THE

LONGITUDINAL REINFORCEMENT WILL CONSIST OF 8 RUNS

NOTE:

3"

3"1"

62902CSF-629-RP (SHEET 2 OF 2)

10" MIN

4-A on 7-21-2020 by DJW.

depth call out to footing of Type

Modified General Note 5 and added4.

Details on 07-09-19 by J.F.T.

Revised Optional Construction Joint3.

Details on 12-4-2018 by D.J.W.

Revised Optional Construction Joint2.

(Rigid Pavement)" on 10/18/17 by LVS

"Constant Slope Face Concrete Barrier

Created Drawing for MASH approved 1.

ABUTS RIGID OBJECTS OR STRUCTURES.

R3/4" EXPANSION JOINT REQUIRED ONLY WHEN BARRIE7.

GEOMETRIC CHANGES TO THE BARRIER FACE.

MAY BE INCREASED TO A MAXIMUM OF 5", WITHOUT

SHOWN IN THE PLANS, DRAINAGE SLOT HEIGHTS ON THE CSF

DRAINAGE SLOT LOCATIONS (12'-0", O.C. MIN SPACING) IF 6.

OR CSF 4-A MODIFIED BARRIER.

CONTINUOUSLY THROUGHOUT THE LENGTH OF ANY CSF 4-AC.

DETAIL BELOW).

GRADE SEPARATION (SE) BARRIER (AS SHOWN IN THE

CONTINUOUSLY THROUGHOUT THE LENGTH OF ANY B.

JOINTS BETWEEN RAIL ELEMENTS.

ANY LENGTH OF RAIL, INCLUDING ANY UN-REINFORCED

THE BEGINNING AND ENDING 10 FEET (LONGITUDINAL) OF A.

FOLLOWING SITUATIONS:

BARRIER PAY ITEM (629A) AND IS REQUIRED IN THE

SHALL BE A SUBSIDIARY OBLIGATION OF THE APPLICABLE

THE 10" MIN DEPTH FOOTING AS SHOWN IN SECTION A-A 5.

BARRIER SHALL THEN BE PAID FOR AS CSF (SE) BARRIER.

TWO ROADWAYS, AT THE BARRIER, GREATER THAN 1.5". THE

UNTIL THERE IS A DIFFERENCE IN THE ELEVATION OF THE

THE PAYMENT FOR THE MEDIAN BARRIER SHALL BE AS CSF 4.

INTO MEDIAN.

SHALL BE INSTALLED PRIOR TO SHIFTING TCP TRAFFIC

DELINEATORS REQUIRED 20'-0" O.C. THESE DELINEATORS

SAWED CONTRACTION JOINTS AND BARRIER MOUNTED 3.

FOR THE BARRIER WALL.

SHALL BE A SUBSIDARY OBLIGATION OF THE PRICE BID

AASHTO DESIGNATION M-33. THE COST OF THIS ITEM

JOINT MATERIAL(BITUMINOUS TYPE) FILLER MEETING

EXPANSION JOINTS AT BRIDGE PIER SHALL BE PREFORMED2.

OF EQUIVALENT STEEL AREA.

REINFORCING STEEL AS SHOWN OR WELDED WIRE FABRIC

SHALL CONSIST OF CONTINUOUS LONGITUDINAL

THE REINFORCING SHALL BE CONTINUOUS. REINFORCING 1.

MI

N

MI

N

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

DESIGN BUREAU SPECIAL DRAWING

1409 COLISEUM BOULEVARD

MONTGOMERY, AL 36130-3050

OF TRANSPORTATIONALABAMA DEPARTMENT

SPECIAL DRAWING NO INDEX NO

REVISIONS

UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING

ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT

TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY: DATE DRAWN:

NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

B

B

Variable

A

A

Fixed object

B

Variable

A

8" to 14"

2"

C C

SECTION B-B

SECTION A-A

aggregate backfill

(Uncompacted)

Concrete or coarse

(or flatter) taper

4"

Variable, 6" min

12" C-C spacing

T Bar (#4) at

A B C

42

48

54

12

rest on top of finished grade.

Bottom of reinforcement cage may

Note:

LC

40 ‚

46 ‚

52 ‚

13 „

14 ‚

24 Plus

26 ‚ Plus

28 • Plus

Transition Length

Varies with

LC

12" C-C spacing

(#4) T Bars at

GENERAL NOTES

Construction Joint

Permissible

May be field bent.

usual and maximum spacing.

Variable length, 8' - 0"

•"dia. galvanized bar;

1 ƒ" (sides & top)

(WWR) General Notes

AT FIXED OBJECTS

CONSTANT SLOPE FACE BARRIER

the barrier section to the first wire shall not exceed 3".

as directed by the Engineer. The dimension from the end of

5. Combinations of reinforcing steel and WWR will be permitted,

lap length of 12".

4. Welded wire splice locations shall have a "minimum" splice

drainage slots, as directed by the Engineer.

3. Welded wire cage may be cut and bent to accommodate the

to ASTM A497.

2. Deformed Welded Wire Reinforcement (WWR) shall conform

(4" min. to 6" max) as height requires.

D14 vertical (12" C-C) x D20 horizontal wires spaced

1. WWR design required for CSF-FO barrier:

CSF Barrier

Standard Payment length CSF-FOStandard

CSF Barrier

lateral support

or equivalent for

1" min Asphalt Pavement

reinforcement dimensions accordingly.

48" or 54". This would increase the barrier and

CSF(42") Barrier height may be increased to

conventional reinforcement and shall meet requirements shown.

5. Welded wire reinforcement (WWR) may be used as an option to

the construction joint.

the joint so that bar splices will be a minimum of two feet from

4. At construction joints the longitudinal bars shall extend beyond

to ASTM A615 (Grade 60), unless otherwise specified.

3. Longitudinal and vertical bars for roadway barrier shall conform

shall include all of the concrete, reinforcement, and aggregate backfill.

2. Bid price per liner foot of CSF-FO, including anchor sections,

is superelevated, then axis shall be normal to roadway surface.

1. Axis of concrete barrier shall be vertical, except where roadway

Variable - Transition width at 20:1 (or flatter) taper

PLAN CSF-FO BARRIER

J.F.T. 9/2017

for Bars T and H1 Barrier

Welded Wire Reinforcement (WWR) Option

(IN)

height

Barrier Dimensions (IN)

with concrete backfill)

(Weep holes not required

by the Engineer.

locations designated

be constructed at

5 for each side to

•" dia weep hole

5'- 0" (min)5'- 0" (min)

1 ƒ" (cover)

on barrier height.

spacing) depending

4" min to 6" max

equally spaced (WWR

10~(#5) H1 Bars

T BAR (#4)

CSF-629-FOD.J.W.

62903

LATERAL SUPPORT OPTIONS.

SEE CSF-629-FP AND CSF-629-RP FOR

Construction Joint

Permissible

Variable - Transition width at 20:1 (longitudinal:lateral)

on 7-17-2020 by DJW.

detail to reference appropriate std. dwgs

Updated laterial support note in top 3.

10/18/17 by LVS

Slope Face Barrier at Fixed Objects" on

Changed drawing to MASH Approved "Constant2.

PIERS (TY 1 & TY 5)" on 08-03-17 by J.F.T.

MEDIAN BARRIER TREATMENT AT UNDERPASS

Added to CADD and replaced "CONCRETE 1. TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPARTMENT OF TRANS

PORT

ATI

ON

ALABAMA

DESIGN BUREAU SPECIAL DRAWING

1409 COLISEUM BOULEVARD

MONTGOMERY, AL 36130-3050

OF TRANSPORTATIONALABAMA DEPARTMENT

SPECIAL DRAWING NO INDEX NO

REVISIONS

UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING

ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT

TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY: DATE DRAWN:

NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

GENERAL NOTES

TYPE - T.E.S.

TRANSITIONAL END SECTION

MEDIAN BARRIER

07-02-91

D.J.W.

62906

TENNESSEE

FLORIDA

GulfofMexico

GEOR

GIA

MISSISSIP

PI

DEPA

RTMENT OF TRANSPO

RTATI

ON

ALABAMA

DESIGN BUREAU SPECIAL DRAWING

1409 COLISEUM BOULEVARD

MONTGOMERY, AL 36130-3050

OF TRANSPORTATIONALABAMA DEPARTMENT

SPECIAL DRAWING NO INDEX NO

REVISIONS

UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW.

OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING

ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT

TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR

THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF

CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION

--SPECIFICATIONS--

Bureau Std Engr:

DRAWN BY: DATE DRAWN:

NOT TO SCALE

SHEET

NO

FISCAL

YEARPROJECT NO

REFERENCE

TRANSITIONAL END SECTION

SEE NOTE

3

10"

TOP OFPAVEMENT

10"

10:1 VERTI

CAL TAPER

2'-8"

32"

8"

LENGTH BASED

ON WALL

HEIGHT

PAVEMENTTOP OF

OR FORM

BY RUBBING

OF CORNERS

•" ROUNDING

CONCRETE BACKUP

2'-0

" STRAI

GHT FOR

NO. 2

SEE NOTE

24"

TYPE CSF

MEDIAN BARRIER

THIS END TOWARD

42"

TO 54"

VA

RI

ES

(SEE APPROPRIATE DRAWING FOR DETAILS)THIS END TO THE ATTENUATOR

A

A

B

B

10"

SECTION B-B

SPACED

EVENLY

#5 BARS

24"

SPACED

EVENLY

#4 BARS

32"

COVER1 3/4" MIN

CL

6"

SECTION A-A

10"

(42" SHOWN)

42"-54"

VARIES

IN FOOTING

#4 BARS

SPACED

EVENLY

#5 BARS

1ƒ" MIN

8"

IN THE FOOTING.

54" HIGH WALLS IN ADDITION TO THOSE REQUIRED

FOR 48" WALLS AND 14 (7 PER SIDE) FOR

RUNS SHALL BE INCREASED TO 12 (6 PER SIDE)

THE NUMBER OF LONGITUDIAL REINFORCEMENT

COVER

by JFT.Added reinforcement details on 3-25-202.(MASH) on 10/6/17 by LVS.shape to Constant Slope Face shapeRevised transition from Jersey Barrier1.

THE HORIZONTAL TRANSITION SHALL BE A 15:1 TAPER FOR THE TOP WIDTH OF THE T.E.S.4.

BARRIER HEIGHT. MINIMUM LENGTH IS 12'-0". T.E.S. TO THE WALL HEIGHT WILL BE ON A 10:1 TAPER AND THE LENGTH OF THE T.E.S. WILL VARY DEPENDING ON THEIF THE T.E.S. IS CONNECTED TO A BARRIER WALL TALLER THAN 42", THE VERTICAL TRANSITION FROM THE 32" HIGH3.

AND/OR MODEL NUMBERS FOR ATTENUATORS TO FIT SPECIFIC SITES.BE MODIFIED WHEN USED WITH ATTENUATORS OF A DIFFERENT WIDTH. SEE APPROPRIATE DRAWING FOR DETAILSTRANSITIONAL END SECTION AS DETAILED ABOVE IS FOR USE WITH 2'-0" WIDE ATTENUATOR. DETAILS SHALL2.

TRANSITIONAL END SECTION TO BE PAID FOR AS CONCRETE MEDIAN OR SAFETY BARRIER, TYPE - T.E.S., PER EACH.1.

1' - 0" OC

#4 BARS

6" OC

#4 BARS

TES-629