V1, V2 AND V3 ARE SPACED 18" C-C

V1, V2, V3 BARS ARE NO. 5 BARS

NO HORIZONTAL STEEL CROSSES EXPANSION JOINTS.

ROADSIDE RETAINING WALL

10 NO. 5 BARS

EVENLY SPACED

V2 BAR

V1 BAR

1’-0"

H

B A A B 2’-0"

3’-8"

BENDING DETAIL

V3 STIRRUP BAR

BENDING DETAIL

V1 BAR

E

D

10�"

10"10"

8"

V3 STIRRUP BAR

3’-9�"

BARRIER

HEIGHT

V1 BAR V2 BAR

D E

36"

42"

56"

GENERAL NOTES

BARRIER HEIGHT

H

INCHES

56

36

42

NUMBER OF

EACH

NO. 5 BARS

A

INCHES

B

INCHES

6�

5�

3

5�

6�

9

8

10

11

BENDING DETAIL

V5 STIRRUP BAR

BENDING DETAIL

V4 BAR

V4 BAR

F

170°-55’80°-55’

142°-42’

F

10"

118°-12’

8"

1’-3�"

DELINEATION

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

66

ROADSIDE RETAINING WALL

SINGLE SLOPE

NORMAL BAR PLACEMENT

ROADSIDE RETAINING WALL

INLET

BAR PLACEMENT NEAR

ROADSIDE RETAINING WALL

32 7 5

32" 2’-6�"3’-4�"2’-5�"

BARRIER WALL DIMENSIONS

VARIES

SLOPE

ROADSIDE RETAINING WALL

BAR CHART

BENDING DETAIL

V2 BAR

2 INCHES CLEAR.

ALL STEEL REINFORCEMENT SHALL BE EMBEDDED

SHARP EDGES UNLESS NOTED OTHERWISE.

USE �" BEVEL OR 1" RADIUS ON ALL EXPOSED

STANDARD SPECIFICATIONS 501.

4000 PSI CONCRETE AIR ENTRAINMENT PER

UNLESS NOTED OTHERWISES.

AND FIRMLY TIED AND FASETENED TOGETHER

SPLICES OF LONGITUDINAL BARS TO BE 2’ LONG

CONSTRUCT PER STANDARD SPECIFICATION 603.

V1 BAR

V5 STIRRUP BAR

V4 BAR

6 NO. 5 BARS

EVENLY SPACED

TABLE), EVENLY SPACED.

(SEE BARRIER WALL DIMENSION

NO. 5 CONTINUOUS BARS

EVENLY SPACED.

WALL DIMENSION TABLE),

BARS (SEE BARRIER

NO. 5 CONTINUOUS

JOINT, ROUGH FINISHED

OPTIONAL CONSTRUCTION

WATERPROOFING

MEMBRANE

RUBBERIZED

18"

RETAINING WALL

BACKSIDE OF

GROUND LINE

WALL

RETAINING

TOP OF

VERTICAL EXPANSION JOINT

PLAN VIEW

WALL ON TRAFFIC SIDE

TOE OF RETAINING

RETAINING WALL

LINE AT BACK OF

FOOTING TO GROUND

FROM BOTTOM OF

WATERPROOFING

MEMBRANE

18" RUBBERIZED

�" POLYSTYRENE

PANEL FROM BOTTOM

OF FOOTING TO TOP

OF RETAINING WALL

FILL EXPANSION JOINT TO A DEPTH OF

�" WITH NONSTAINING GREY SINGLE

COMPONENT NON-BITUMINOUS JOINT SEALER

FROM TOE OF RETAINING WALL TO TOP

OF RETAINING WALL

�" CHAMFER

(TYPICAL)

11"

S.D.D. 14

B

41-3a

S.D.D. 14

B

41-3a

3’-4�"

4’-5�" 5’-4�" 4’-6�"

8

RETAINING WALL

BACKSIDE OF

GROUND LINE

2’-9�" 2’-10�"

4’-2�"3’-3�"

EXPANSION JOINTS OR AT THE END OF EACH POUR.

PROVIDE EXPANSION JOINTS WHERE THERE ARE EXISTING

DETAILS AND SPACING

15A4 FOR DELINEATOR

DETAIL DRAWING

SEE STANDARD

SDD 14b41-a Single Slope Roadside Retaining Wall - Cross Section and Steel Details

ELEVATION VIEW

PLAN VIEW

SECTION A-ASECTION B-B

(SEE PLAN)

WHEN INLET IS PRESENT

ADDITIONAL EXCAVATION

(SEE PLAN)

WHEN INLET IS PRESENT

ADDITIONAL EXCAVATION

(SEE PLAN)

ADDITIONAL EXCAVATION

BB

AA

(SEE OTHER DETAILS)

THRIE BEAM ANCHORAGE

(SEE OTHER DETAILS)

THRIE BEAM ANCHORAGE

JOINT

CONSTRUCTION

JOINT

EXPANSION

SPACED AT 6" C-C

STIRRUP BARS

V1, V2 AND

6" MIN.

1’-0" DES.

MINIMUM DESIGN OF EARTH WORK FOR INLET

MINIMUM DESIGN OF EARTH WORK

1’-0"

6" MIN.

6" MIN.

1’-0" DES.

OF FOOTING.

PIPE AND BOTTOM

1’-0" MIN. BETWEEN

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

APPROVED

DATE

FHWA

66

ROADSIDE RETAINING WALL

SINGLE SLOPE

SPACED AT 1’-6" C-C

STIRRUP BARS

V1, V2 AND

INLET 2X2-FT.

INLET 2X2-FT.

RINGS

ADJUSTING

INLET COVER

TYPE BW

INLET 2X2.5-FT.

INLET 2X2.5-FT.

3’-4"

INLET 2X2.5-FT.

VARIES

SLOPE

SLOPE VARIES

INLET 2X2.5-FT.

2.5:1

MAX.

6" MIN.

4’-8�"2.5:1 MAX.

(SEE PLAN)

ADDITIONAL EXCAVATION

2.5:1 MAX.

2.5:1

MAX.

6" MIN.

3’-0"

10’-0" ANCHORAGE10’-0" ANCHORAGE

2’-8"

1’-6"

3’-0"

RINGS

ADJUSTING

INLET COVER

TYPE B

6" MIN.

1’-0" DES.

NOTE: HORIZONTAL BARS ARE NOT SHOWN. SEE OTHER DETAILS FOR HORIZONTAL BARS.

NOTE: HORIZONTAL BARS ARE NOT SHOWN. SEE OTHER DETAILS FOR HORIZONTAL BARS.

10’-0" ANCHORAGE

10’-0" ANCHORAGE 10’-0" ANCHORAGE 10’-0" ANCHORAGE

2" CLEAR

V4 AND V5 BARS

V3 BARS

AND

V1, V2,

V3 BARS

AND

V1, V2,

1’-3" 1’-3"

6" C-C SPACING

S.D.D. 14

B

41-3

bS.D.D. 14

B

41-3

b

WALL FOOTING

BOTTOM OF RETAINING

BACKFILL

STRUCTUREBACKFILL

STRUCTURE

UNIT SUPERVISOR

ROADWAY STANDARDS DEVELOPMENT

/S/ Rodney TaylorJune 2017

SDD 14b41-b Single Slope Roadside Retaining Wall - Placement and Drainage

Version 3 Standard Detail Drawing 14B41 (sheet ab) June 30, 2017 Single Slope Roadside Retaining Wall

References: Standard Spec 603 FDM 11-45-30

Bid items associated with this drawing: Bid items for single slope barrier and associated transitions are encoded as follows:

ITEM NUMBER DESCRIPTION UNIT 210.1100 Backfill Structure Type A .................................................................................................. CY 210.1500 Backfill Structure Type A ............................................................................................... TON 210.2100 Backfill Structure Type B .................................................................................................. CY 210.2500 Backfill Structure Type B ............................................................................................... TON 516.0500 Rubberized Membrane Waterproofing ............................................................................. SY 603.1436 Concrete Barrier Type S36C ............................................................................................. LF 603.1442 Concrete Barrier Type S42C ............................................................................................. LF 603.1456 Concrete Barrier Type S56C ............................................................................................. LF 611.0606 Inlet Covers Type B ..................................................................................................... EACH 611.0610 Inlet Covers Type BW ................................................................................................. EACH 611.3003 Inlets 3-FT Diameter.................................................................................................... EACH 611.3220 Inlets 2x2-FT ............................................................................................................... EACH

Standardized Special Provisions associated with this drawing: STSP NUMBER TITLE NONE

Other SDDs associated with this drawing: SDD 8A5 Inlet Covers SDD 8C7 Inlets 2x2-FT, 2x2.5-FT, & 2.5x3-FT SDD 14B20 Steel Thrie Beam Structure Approach SDD 14B32 Concrete Barrier Single Slope SDD 14B34 Single Slope Barrier Runs under 40 feet SDD 14B45 Midwest Guardrail System Transitions (MGS)

Design Notes: An individual site analysis by a structural or soils engineer is required to determine if the barrier design will satisfy the structural needs of the retaining wall. Soils engineer or structural engineer are to select backfill item to be used. FDM 11-45-30.3.6.4.4 discusses using concrete barrier as a retaining wall. Also, refer to the Bridge Manual Chapter 14 - Retaining Walls) and FDM 11-55-5 Retaining Walls) for modified designs.

Contact Person: Erik Emerson (608) 266-2842