24M

24T

24M

39M

PER

ENGINEERED

DESIGN

PER

ENGINEERED

DESIGN

POST AND BEAM TRAFFIC BARRIER

REQUIREMENTS PER ENGINEERED

DESIGN

RECON RETAINING

WALL PER DESIGN

DRAWINGS

TRAFFIC BARRIER SONOTUBE

DIAMETER PER ENGINEERED

DESIGN

NOTES:

1. THIS DRAWING IS INTENDED TO VISUALLY DEPICT SOME OF THE CONSTRUCTION REQUIREMENTS FOR INSTALLING AN INDEPENDENT POST AND BEAM

TRAFFIC BARRIER SYSTEM AT THE TOP OF A RECON RETAINING WALL. FINAL DESIGN OF THE POST AND BEAM SYSTEM, DEPTH AND DIAMETER OF

THE SONOTUBE, AND POST DISTANCE FROM THE FACE OF WALL IS BY OTHERS. IT SHOULD BE NOTED THAT FLEXIBLE POST AND BEAM SYSTEMS

SHOULD BE INSTALLED A MINIMUM OF 3' FROM THE FACE OF WALL AND INSTALLED TO A MINIMUM DEPTH OF 5' BELOW GRADE PER THE AASHTO LRFD

BRIDGE DESIGN SPECIFICATIONS (2012).

2. ONCE FINAL DESIGN OF THE POST AND BEAM SYSTEM HAS BEEN DETERMINED, WALL DESIGN ENGINEER SHOULD VERIFY THAT THE WALL DESIGN IS

CAPABLE OF RESISTING ANY INDUCED LOAD FROM IMPACT ON THE GUARDRAIL.

3. FOR RECON WALLS REQUIRING GEOGRID REINFORCEMENT, CUT GEOGRID AROUND SONOTUBES DURING INSTALLATION. DO NOT AUGER THROUGH

GRIDS.

Retaining Walls

DRAWING #501

INDEPENDENT POST AND

BEAM TRAFFIC BARRIER

RECON WALL SYSTEMS, INC.

7600 W. 27th STREET, #229

ST. LOUIS PARK, MN 55426

952-922-0027

www.reconwalls.com

© Copyright 2016 ReCon Wall Systems, Inc. All Rights Reserved

Disclaimer: This drawing has been prepared by ReCon Wall

Systems, Inc. and to the best of its knowledge, accurately

represents the product use in the application that it is

illustrated. This drawing is intended for conceptual purposes

only. Anyone making use of this drawing does so at their own

risk and assumes all liability for such use. Final design for

construction purposes must be completed by a Registered

Professional Engineer who is familiar with the product and

who has taken into account specific site conditions.

TRAFFIC

BARRIER

MOMENT

SLAB

SLAB

APRON

CONCRETE INFILL SECTION

VARIES FROM 0" TO 16"

#503

RECON BLOCK WALL

PER WALL DESIGNER

Retaining Walls

DRAWING #502

CAST-IN-PLACE CONCRETE

TRAFFIC BARRIER - PROFILE

RECON WALL SYSTEMS, INC.

7600 W. 27th STREET, #229

ST. LOUIS PARK, MN 55426

952-922-0027

www.reconwalls.com

© Copyright 2016 ReCon Wall Systems, Inc. All Rights Reserved

Disclaimer: This drawing has been prepared by ReCon Wall

Systems, Inc. and to the best of its knowledge, accurately

represents the product use in the application that it is

illustrated. This drawing is intended for conceptual purposes

only. Anyone making use of this drawing does so at their own

risk and assumes all liability for such use. Final design for

construction purposes must be completed by a Registered

Professional Engineer who is familiar with the product and

who has taken into account specific site conditions.

TRAFFIC

BARRIER

HEIGHT

PER

DESIGN

1'-7"

TRAFFIC BARRIER AND

REINFORCEMENT PER

DESIGN

MOMENT SLAB AND

REINFORCEMENT PER

DESIGN

CONCRETE INFILL SECTION

VARIES FROM 0" TO 16" THICK

REFER TO DRAWING #502 FOR

ADDITIONAL INFORMATION

RECON BLOCK WALL

PER WALL DESIGNER

MOMENT SLAB WIDTH PER DESIGN

CRUSHED STONE

1" THICK BOND

BREAKER

UPPER MOST BLOCK

CAST WITHOUT TONGUE

OR REMOVED IN FIELD

MOMENT SLAB

THICKNESS PER DESIGN

Retaining Walls

DRAWING #503

CAST-IN-PLACE CONCRETE

TRAFFIC BARRIER - SECTION

RECON WALL SYSTEMS, INC.

7600 W. 27th STREET, #229

ST. LOUIS PARK, MN 55426

952-922-0027

www.reconwalls.com

© Copyright 2016 ReCon Wall Systems, Inc. All Rights Reserved

Disclaimer: This drawing has been prepared by ReCon Wall

Systems, Inc. and to the best of its knowledge, accurately

represents the product use in the application that it is

illustrated. This drawing is intended for conceptual purposes

only. Anyone making use of this drawing does so at their own

risk and assumes all liability for such use. Final design for

construction purposes must be completed by a Registered

Professional Engineer who is familiar with the product and

who has taken into account specific site conditions.

CAST-IN-PLACE

CONCRETE COPING

VARIES ALONG LENGTH

1

#505

RECON BLOCK WALL

PER WALL DESIGNER

2

#505

Retaining Walls

DRAWING #504

CAST-IN-PLACE CONCRETE

COPING - PROFILE

RECON WALL SYSTEMS, INC.

7600 W. 27th STREET, #229

ST. LOUIS PARK, MN 55426

952-922-0027

www.reconwalls.com

© Copyright 2016 ReCon Wall Systems, Inc. All Rights Reserved

Disclaimer: This drawing has been prepared by ReCon Wall

Systems, Inc. and to the best of its knowledge, accurately

represents the product use in the application that it is

illustrated. This drawing is intended for conceptual purposes

only. Anyone making use of this drawing does so at their own

risk and assumes all liability for such use. Final design for

construction purposes must be completed by a Registered

Professional Engineer who is familiar with the product and

who has taken into account specific site conditions.

27" FACE

TYP.

CAST-IN-PLACE COPING w/

REINFORCEMENT (DESIGN BY

OTHERS)

HEIGHT VARIES 6

1

2

" TO 22

1

2

"

1" THICK BOND

BREAKER

TOP BLOCK CAST

WITHOUT TONGUE OR

REMOVED IN THE FIELD

HEIGHT VARIES 6

1

2

" TO 22

1

2

"

RECON BLOCK WALL PER

WALL DESIGNER

SECTION 1 - CAST-IN-PLACE COPING

JUST BEFORE STEP DOWN

SECTION 2 - CAST-IN-PLACE COPING

JUST AFTER STEP DOWN

CAST-IN-PLACE COPING w/

REINFORCEMENT (DESIGN BY

OTHERS)

Retaining Walls

DRAWING #505

CAST-IN-PLACE CONCRETE

COPING - SECTIONS

RECON WALL SYSTEMS, INC.

7600 W. 27th STREET, #229

ST. LOUIS PARK, MN 55426

952-922-0027

www.reconwalls.com

© Copyright 2016 ReCon Wall Systems, Inc. All Rights Reserved

Disclaimer: This drawing has been prepared by ReCon Wall

Systems, Inc. and to the best of its knowledge, accurately

represents the product use in the application that it is

illustrated. This drawing is intended for conceptual purposes

only. Anyone making use of this drawing does so at their own

risk and assumes all liability for such use. Final design for

construction purposes must be completed by a Registered

Professional Engineer who is familiar with the product and

who has taken into account specific site conditions.

RECON GUARDRAIL BLOCK

w/ PRECAST HOLES

RECON CAPSTONE

REBAR GROUTED IN PLACE

WITHIN PRECAST HOLES

REBAR SIZE PER TRAFFIC

BARRIER DESIGNER -

BASED UPON IMPACT

LOAD TO BE RESISTED

RECON BLOCK USED AS TRAFFIC BARRIER

MOMENT SLAB. DEPTH OF BLOCK PER

TRAFFIC BARRIER DESIGN - BASED UPON

IMPACT LOAD TO BE RESISTED

ROADWAY OR PARKING LOT

RECON RETAINING WALL

BELOW PER WALL DESIGNER

NOTE:

WITH PROPER REINFORCING AND MOMENT SLAB BLOCK DEPTHS, RECON'S GUARDRAIL BLOCK CAN BE USED TO CREATE A TRAFFIC BARRIER

CAPABLE OF RESISTING LOADS AS HIGH AS AASHTO's TL-1 (13,500 LBS). THIS DETAIL IS INTENDED TO REPRESENT THE GENERAL CONFIGURATION

OF THE BLOCK AND THE LOCATION OF THE REBAR REINFORCEMENT. FINAL DESIGN AND LAYOUT OF THE TRAFFIC BARRIER IS BY OTHERS.

CONTACT RECON TO OBTAIN AN EXAMPLE COPY OF THE SUPPORTING CALCULATIONS FOR THE TRAFFIC BARRIER SYSTEM. ALL CALCULATIONS

SHALL BE REVIEWED BY A PROFESSIONAL ENGINEER PRIOR TO USE IN FINAL DESIGN.

1" THICK BOND

BREAKER

Retaining Walls

DRAWING #506

RECON GUARDRAIL BLOCK

INTEGRAL TRAFFIC BARRIER

RECON WALL SYSTEMS, INC.

7600 W. 27th STREET, #229

ST. LOUIS PARK, MN 55426

952-922-0027

www.reconwalls.com

© Copyright 2017 ReCon Wall Systems, Inc. All Rights Reserved

Disclaimer: This drawing has been prepared by ReCon Wall

Systems, Inc. and to the best of its knowledge, accurately

represents the product use in the application that it is

illustrated. This drawing is intended for conceptual purposes

only. Anyone making use of this drawing does so at their own

risk and assumes all liability for such use. Final design for

construction purposes must be completed by a Registered

Professional Engineer who is familiar with the product and

who has taken into account specific site conditions.

REBAR SIZE PER TRAFFIC

BARRIER DESIGNER -

BASED UPON IMPACT

LOAD TO BE RESISTED

POST AND BEAM

TRAFFIC BARRIER

RECON BLOCK USED AS TRAFFIC BARRIER

MOMENT SLAB. DEPTH OF BLOCK PER

TRAFFIC BARRIER DESIGN - BASED UPON

IMPACT LOAD TO BE RESISTED

ROADWAY OR PARKING LOT

RECON FULL HIGH CAP

w/ PRECAST HOLES

REBAR GROUTED IN PLACE

WITHIN PRECAST HOLES

NOTE:

WITH PROPER REINFORCING AND MOMENT SLAB BLOCK DEPTHS, A POST AND BEAM TRAFFIC BARRIER CAN BE ATTACHED TO THE TOP OF

RECON'S FULL HIGH CAP CREATING A TRAFFIC BARRIER CAPABLE OF RESISTING LOADS AS HIGH AS AASHTO's TL-1 (13,500 LBS). THIS DETAIL IS

INTENDED TO REPRESENT THE GENERAL CONFIGURATION OF THE BLOCK AND THE LOCATION OF THE REBAR REINFORCEMENT. FINAL DESIGN

AND LAYOUT OF THE REBAR, MOMENT SLAB BLOCK DEPTH AND ALL CONNECTIONS IS BY OTHERS. CONTACT RECON TO OBTAIN AN EXAMPLE

COPY OF THE SUPPORTING CALCULATIONS FOR THE BLOCK PORTION OF THE TRAFFIC BARRIER SYSTEM. ALL CALCULATIONS SHALL BE

REVIEWED BY A PROFESSIONAL ENGINEER PRIOR TO USE IN FINAL DESIGN.

RECON RETAINING WALL

BELOW PER WALL DESIGNER

1" THICK BOND

BREAKER

Retaining Walls

DRAWING #507

INTEGRAL POST AND BEAM

TRAFFIC BARRIER

RECON WALL SYSTEMS, INC.

7600 W. 27th STREET, #229

ST. LOUIS PARK, MN 55426

952-922-0027

www.reconwalls.com

© Copyright 2017 ReCon Wall Systems, Inc. All Rights Reserved

Disclaimer: This drawing has been prepared by ReCon Wall

Systems, Inc. and to the best of its knowledge, accurately

represents the product use in the application that it is

illustrated. This drawing is intended for conceptual purposes

only. Anyone making use of this drawing does so at their own

risk and assumes all liability for such use. Final design for

construction purposes must be completed by a Registered

Professional Engineer who is familiar with the product and

who has taken into account specific site conditions.