3m Retaining Wall - soluform.co.uk

MAX RETAINED HEIGHT

3000

660

1500

1250

1000

750

500

RIVER LEVEL

300mm Ø8mm STEEL U-BARS

DRIVEN AT 500mm C/C

HORIZONTALLY IN BOTH

DIRECTIONS & IN EACH

LAYER OF BAGWORK. EACH

LAYER STAGGERED BY

250mm

SOLUFORM UNDERWATER

BAGWORK WITH 32N

CONCRETE MIX

900

900

900

300

700

NATURAL STRATA - DENSE

ANGULAR WELL GRADED

GRAVEL

MATERIAL TO ACHIEVE AN

ALLOWABLE BEARING

PRESSURE OF 91kPa OR

APPROPRIATE FOUNDATION

TO LIMIT PRESSURE

300 LAYER OF SOIL & EROSION

CONTROL WHERE REQUIRED

SCOUR OF BED MATERIAL TO

BE CONSIDERED BY THE

DESIGNER. 300 ALLOWABLE

SCOUR

10°

BAG WORK FACE TO STEP

BACK 30mm EVERY 3No BAGS

IN HEIGHT

MAX RETAINED HEIGHT

3000

645

RIVER LEVEL

SOLUFORM UNDERWATER

BAGWORK WITH 32N

CONCRETE MIX

5°


BACK 100mm EVERY BAG


DRIVEN AT 500mm C/C




LAYER STAGGERED BY

250mm

1250

1000

750

500

600

1810

600

1000




SCOUR



GAP BEHIND BAG WORK TO

BE BACK FILLED AS EACH

LAYER PROGRESSES WITH

SHW 600 CLASS 6N FILL

COMPACTED TO MEET

DESIGN REQUIREMENTS

GEOTEXTILE FILTER

MEMBRANE TO REAR OF

WALL TO PREVENT CYCLIC

WASHING OUT OF FINES

FROM VARYING RIVER

LEVELS

GEOTEXTILE FILTER

MEMBRANE TO REAR OF



FROM VARYING RIVER

LEVELS

250 MAX WATER DIFFERENTIAL WHEN SOIL IS FULLY SATURATED



ANGULAR WELL GRADED

GRAVEL


ALLOWABLE BEARING



TO LIMIT PRESSURE

NATURAL STRATA

BENCHED TO SAFE

ANGLE TO ENABLE

WORKS.

NATURAL STRATA

BENCHED TO

SAFE ANGLE TO

ENABLE WORKS.





COMPACTED TO MEET

DESIGN REQUIREMENTS

General Notes

1. All dimensions shown are in millimetres unless otherwise stated. Levels where used are

in metres and are relative levels to the base of the wall with the base of the wall set at

100m.

2. The suitability of the typical arrangement shown is to be verified by the scheme

designer as suitable for purpose and should be adjusted for site specific

conditions. It is assumed the drawings and associated information will only be used by

an appropriately qualified and experienced civil or structural engineer.

3. The designer is to consider additional weep holes to improve drainage through the wall

dependant on site conditions.

4. The details shown on this drawing are valid only within the parameters set down on the

drawing and in the accompying notes.

5. All works in watercourses should be carried out with care to minimise the risk of pollution

with the aid of such guidance as CIRIA C532: Control of water pollution from

construction sites.

6. All works affecting flood defences, main watercourses and/or ordinary watercourses will

be subject to Consent for Permanent and Temporary Works under the Land Drainage

Act 1991.

7. The electronic model of this drawing is not to be used for setting out.

8. The typical arrangement shown has been designed assuming the following:

8.1. Natural Soil Parameters

8.1.1. Bulk Weight Density; 19kN/m³

8.1.2. Saturated Weight Density; 21kN/m³

8.1.3. Cohesion; neglected

8.1.4. Effective Angle of Internal Friction; 34°

8.1.5. Angle of Friction Structure-Soil; 17°

8.1.6. Water Table; Maximum water pressure differential of 250mm when soil is

fully saturated.

8.2. Class 6N engineering fill parameters



8.2.3. Cohesion; Cohesionless



8.3. Variable Actions

8.3.1. Surcharge; 2.5kN/m²

ApprovedCheckedDesignedDrawnDate

Purpose of Issue Status

Client Approval

Rev.:

A - Approved

B - Approved with Revisions

C - Do Not Use

Comments

ApprovedCheckedDesignedDrawnDateRev.:

Comments

SoluForm Bagwork River Bank Retaining Wall

3m Retained Height

Standard Details

CEP-JBAU-XX-XX-DR-C-3000 C02

As Shown @ A1

EH 06/11/19 EH 06/11/19

CS 09/12/19 RGB 09/12/19

Published Typical Design A3

A3

C01

09/12/19 EH EH CS RGB

C02

27/10/20 EH EH HS CD

The property of this drawing and design vested in Jeremy Benn Associates Ltd. It shall not be reproduced in whole or in part,

nor disclosed to a third party, without the prior written consent of Jeremy Benn Associates Ltd.

Project

Title

Clientfor

The Old School House

St. Joseph’s Street

Tadcaster

North Yorkshire

LS24 9HA

T +44 (0)1937 837900

E [email protected]

Designed:

Approved:

Drawn:

Checked:

Project Reference: Scale:

Drawing Number: Sheet Size:Status: Revision:

A1

www.jbaconsulting.com

Twitter @JBAConsulting

SoluForm Hand Placed Concrete

Bagwork Solutions

2019s1386

SoluFormHoben International Ltd, Brassington Works,

Manystones Lane, Brassington, Matlock,

Derbyshire, DE4 4HF

3m RETAINING WALL WITH NEAR VERTICAL FACE

TYPICAL DETAIL1:20

3m RETAINING WALL WITH STEPPED FACE

TYPICAL DETAIL1:20

SHE REF 2: WORKS ADJACENT

TO A WATERCOURSE

kg

SHE REF 6:

MANUAL HANDLING

SHE REF 4: LIFTING

OPERATIONSSHE REF 7:FALL FROM

HEIGHT

SHE REF 1: NO GROUND

INVESTIGATION

SHE REF 3:

FLOOD RISK

SHE REF 9: RISK OF SCOUR

SHE REF 8: DANGEROUS FOR THE

ENVIRONMENT,

WET CONCRETE WORKS,

SILT DISTURBANCE,

RISK OF POLLUTION

SHE REF 5: BURIED &

OVERHEAD SERVICES


TO A WATERCOURSE

kg

SHE REF 6:

MANUAL HANDLING

SHE REF 4: LIFTING


HEIGHT


INVESTIGATION

SHE REF 3:

FLOOD RISK



ENVIRONMENT,

WET CONCRETE WORKS,

SILT DISTURBANCE,

RISK OF POLLUTION

SHE REF 5: BURIED &

OVERHEAD SERVICES

First Issue

Dimension Adjusted

SoluForm - A division of Hoben International Ltd. Brassington Works, Derbyshire, DE4 4HF, England

Head Office 01629 541066 Email [email protected]

All drawings and designs are non-site and non-scheme specific and are provided for guidance purposes only. Any proposed design or application should be approved by a suitably qualified Design Consultant.

Standard Concrete Bagwork Wall DesignSimple Walls and Slopes

3m Retaining Wallwith Near Vertical FaceRiver application (Not to scale)

MAX RETAINED HEIGHT

2000

750

500


DRIVEN AT 500mm C/C HOZ IN

BOTH DIRECTIONS & IN EACH


LAYER STAGGERED BY

250mm

SOLUFORM STANDARD

BAGWORK WITH 32N

CONCRETE MIX

NATURAL STRATA -

DENSE ANGULAR WELL

GRADED GRAVEL

MATERIAL TO ACHIEVE

AN ALLOWABLE BEARING


APPROPRIATE

FOUNDATION TO LIMIT

PRESSURE

300 LAYER OF TOP SOIL

NATURAL STRATA

BENCHED TO SAFE

ANGLE TO ENABLE

WORKS.

UNPLANNED EXCAVATION TO


DESIGNER. 200 ALLOWABLE 10°



VERTICALLY

335

300

MAX RETAINED HEIGHT

1000





LAYER STAGGERED BY

250mm

SOLUFORM STANDARD

BAGWORK WITH 32N

CONCRETE MIX


ANGULAR WELL GRADED GRAVEL


ALLOWABLE BEARING PRESSURE

OF 33kPa OR APPROPRIATE

FOUNDATION TO LIMIT PRESSURE




10°



VERTICALLY

300

165

250



COMPACTED TO MEET

DESIGN REQUIREMENTS.

TO BE BACKFILLED &

COMPACTED AS EACH

COURSE IS LAID

500

900

NATURAL

STRATA

BENCHED TO

SAFE ANGLE TO

ENABLE WORKS.OPTIONAL GEOTEXTILE

FILTER MEMBRANE TO REAR

OF WALL TO PREVENT


DEPENDANT ON GROUND

CONDITIONS

OPTIONAL GEOTEXTILE


OF WALL TO PREVENT


DEPENDANT ON GROUND

CONDITIONS


COMPACTED TO MEET


TO BE BACKFILLED &

COMPACTED AS EACH

COURSE IS LAID

1800

300250

DESIGNER TO CONSIDER

THE NEED FOR EDGE

PROTECTION


THE NEED FOR EDGE

PROTECTION



Client Approval

Rev.:

A - Approved


C - Do Not Use

Comments

SoluForm Bagwork Retaining Walls

1 & 2m Retained Height

Standard Details

SoluForm-JBAU-XX-XX-DR-C-1000 C01

As Shown @ A1

EH 21/09/20 EH 21/09/20

CS 14/10/20 CD 22/10/20


A3

C01

22/10/20 EH EH CS CD



Project

Title

Clientfor



Tadcaster

North Yorkshire

LS24 9HA

T +44 (0)1937 837900

E [email protected]

Designed:

Approved:

Drawn:

Checked:



A1




Bagwork Solutions

2020s0953



Derbyshire, DE4 4HF


TYPICAL DETAIL1:20


TYPICAL DETAIL1:20

kg

SHE REF 4:

MANUAL HANDLING

SHE REF 2: LIFTING


HEIGHT


INVESTIGATIONSHE REF 6: TREE/VEG

REMOVAL

kg

SHE REF 4:

MANUAL HANDLING

SHE REF 2: LIFTING


HEIGHT


INVESTIGATION

SHE REF 6: TREE/VEG

REMOVAL

General Notes

1. All dimensions shown are in millimetres unless otherwise stated.


designer and should be adjusted for site specific conditions. It is assumed the

drawings and associated information will only be used by an appropriately qualified and

experienced civil or structural engineer.

3. The details shown on this drawing assume no retained water. If ground conditions result

in the possibility of a build up of groundwater then the details are not valid unless

measures are taken to prevent this.


drawing and in the accompanying notes.







6.1.4. Effective Angle of Internal Friction; 34°D

6.1.5. Angle of Friction Structure-Soil; 17°D

6.1.6. Water Table; No water table.









6.4. The angle of the ground in front and behind the retaining wall is assumed to be

flat, at zero degrees.

6.5. The condition of the existing soil is assumed to not cause risk of slip circles

forming around the retaining wall. The designer should consider the forming of the

cut face of the existing soil and any other area of weakness on site and adjust the

design accordingly.

A3 - Published Typical Design

Design Calculations, Risk Assessment and Design Check Statement available upon requestPlease email [email protected] for further information

MAX RETAINED HEIGHT

3000

660

1500

1250

1000

750

500

RIVER LEVEL


DRIVEN AT 500mm C/C




LAYER STAGGERED BY

250mm

SOLUFORM UNDERWATER

BAGWORK WITH 32N

CONCRETE MIX

900

900

900

300

700


ANGULAR WELL GRADED

GRAVEL


ALLOWABLE BEARING



TO LIMIT PRESSURE






SCOUR

10°



IN HEIGHT

MAX RETAINED HEIGHT

3000

645

RIVER LEVEL

SOLUFORM UNDERWATER

BAGWORK WITH 32N

CONCRETE MIX

5°


BACK 100mm EVERY BAG


DRIVEN AT 500mm C/C




LAYER STAGGERED BY

250mm

1250

1000

750

500

600

1810

600

1000




SCOUR







COMPACTED TO MEET

DESIGN REQUIREMENTS

GEOTEXTILE FILTER

MEMBRANE TO REAR OF



FROM VARYING RIVER

LEVELS

GEOTEXTILE FILTER

MEMBRANE TO REAR OF



FROM VARYING RIVER

LEVELS




ANGULAR WELL GRADED

GRAVEL


ALLOWABLE BEARING



TO LIMIT PRESSURE

NATURAL STRATA

BENCHED TO SAFE

ANGLE TO ENABLE

WORKS.

NATURAL STRATA

BENCHED TO

SAFE ANGLE TO

ENABLE WORKS.





COMPACTED TO MEET

DESIGN REQUIREMENTS

General Notes

1. All dimensions shown are in millimetres unless otherwise stated. Levels where used are

in metres and are relative levels to the base of the wall with the base of the wall set at

100m.


designer as suitable for purpose and should be adjusted for site specific

conditions. It is assumed the drawings and associated information will only be used by

an appropriately qualified and experienced civil or structural engineer.

3. The designer is to consider additional weep holes to improve drainage through the wall

dependant on site conditions.


drawing and in the accompying notes.

5. All works in watercourses should be carried out with care to minimise the risk of pollution

with the aid of such guidance as CIRIA C532: Control of water pollution from

construction sites.

6. All works affecting flood defences, main watercourses and/or ordinary watercourses will

be subject to Consent for Permanent and Temporary Works under the Land Drainage

Act 1991.









8.1.6. Water Table; Maximum water pressure differential of 250mm when soil is

fully saturated.











Client Approval

Rev.:

A - Approved


C - Do Not Use

Comments

ApprovedCheckedDesignedDrawnDateRev.:

Comments

SoluForm Bagwork River Bank Retaining Wall

3m Retained Height

Standard Details

CEP-JBAU-XX-XX-DR-C-3000 C02

As Shown @ A1

EH 06/11/19 EH 06/11/19

CS 09/12/19 RGB 09/12/19


A3

C01

09/12/19 EH EH CS RGB

C02

27/10/20 EH EH HS CD



Project

Title

Clientfor



Tadcaster

North Yorkshire

LS24 9HA

T +44 (0)1937 837900

E [email protected]

Designed:

Approved:

Drawn:

Checked:



A1




Bagwork Solutions

2019s1386



Derbyshire, DE4 4HF


TYPICAL DETAIL1:20

3m RETAINING WALL WITH STEPPED FACE

TYPICAL DETAIL1:20


TO A WATERCOURSE

kg

SHE REF 6:

MANUAL HANDLING

SHE REF 4: LIFTING


HEIGHT


INVESTIGATION

SHE REF 3:

FLOOD RISK



ENVIRONMENT,

WET CONCRETE WORKS,

SILT DISTURBANCE,

RISK OF POLLUTION

SHE REF 5: BURIED &

OVERHEAD SERVICES


TO A WATERCOURSE

kg

SHE REF 6:

MANUAL HANDLING

SHE REF 4: LIFTING


HEIGHT


INVESTIGATION

SHE REF 3:

FLOOD RISK



ENVIRONMENT,

WET CONCRETE WORKS,

SILT DISTURBANCE,

RISK OF POLLUTION

SHE REF 5: BURIED &

OVERHEAD SERVICES

First Issue

Dimension Adjusted

SoluForm - A division of Hoben International Ltd. Brassington Works, Derbyshire, DE4 4HF, England

Head Office 01629 541066 Email [email protected]

All drawings and designs are non-site and non-scheme specific and are provided for guidance purposes only. Any proposed design or application should be approved by a suitably qualified Design Consultant.

Standard Concrete Bagwork Wall DesignSimple Walls and Slopes

3m Retaining Wallwith Inclined SlopeRiver application (Not to scale)

MAX RETAINED HEIGHT

2000

750

500





LAYER STAGGERED BY

250mm

SOLUFORM STANDARD

BAGWORK WITH 32N

CONCRETE MIX

NATURAL STRATA -

DENSE ANGULAR WELL

GRADED GRAVEL

MATERIAL TO ACHIEVE

AN ALLOWABLE BEARING


APPROPRIATE

FOUNDATION TO LIMIT

PRESSURE


NATURAL STRATA

BENCHED TO SAFE

ANGLE TO ENABLE

WORKS.



DESIGNER. 200 ALLOWABLE 10°



VERTICALLY

335

300

MAX RETAINED HEIGHT

1000





LAYER STAGGERED BY

250mm

SOLUFORM STANDARD

BAGWORK WITH 32N

CONCRETE MIX


ANGULAR WELL GRADED GRAVEL


ALLOWABLE BEARING PRESSURE

OF 33kPa OR APPROPRIATE

FOUNDATION TO LIMIT PRESSURE




10°



VERTICALLY

300

165

250



COMPACTED TO MEET


TO BE BACKFILLED &

COMPACTED AS EACH

COURSE IS LAID

500

900

NATURAL

STRATA

BENCHED TO

SAFE ANGLE TO

ENABLE WORKS.OPTIONAL GEOTEXTILE


OF WALL TO PREVENT


DEPENDANT ON GROUND

CONDITIONS

OPTIONAL GEOTEXTILE


OF WALL TO PREVENT


DEPENDANT ON GROUND

CONDITIONS


COMPACTED TO MEET


TO BE BACKFILLED &

COMPACTED AS EACH

COURSE IS LAID

1800

300250


THE NEED FOR EDGE

PROTECTION


THE NEED FOR EDGE

PROTECTION



Client Approval

Rev.:

A - Approved


C - Do Not Use

Comments

SoluForm Bagwork Retaining Walls

1 & 2m Retained Height

Standard Details

SoluForm-JBAU-XX-XX-DR-C-1000 C01

As Shown @ A1

EH 21/09/20 EH 21/09/20

CS 14/10/20 CD 22/10/20


A3

C01

22/10/20 EH EH CS CD



Project

Title

Clientfor



Tadcaster

North Yorkshire

LS24 9HA

T +44 (0)1937 837900

E [email protected]

Designed:

Approved:

Drawn:

Checked:



A1




Bagwork Solutions

2020s0953



Derbyshire, DE4 4HF


TYPICAL DETAIL1:20


TYPICAL DETAIL1:20

kg

SHE REF 4:

MANUAL HANDLING

SHE REF 2: LIFTING


HEIGHT


INVESTIGATIONSHE REF 6: TREE/VEG

REMOVAL

kg

SHE REF 4:

MANUAL HANDLING

SHE REF 2: LIFTING


HEIGHT


INVESTIGATION

SHE REF 6: TREE/VEG

REMOVAL

General Notes

1. All dimensions shown are in millimetres unless otherwise stated.


designer and should be adjusted for site specific conditions. It is assumed the

drawings and associated information will only be used by an appropriately qualified and

experienced civil or structural engineer.

3. The details shown on this drawing assume no retained water. If ground conditions result

in the possibility of a build up of groundwater then the details are not valid unless

measures are taken to prevent this.


drawing and in the accompanying notes.









6.1.6. Water Table; No water table.









6.4. The angle of the ground in front and behind the retaining wall is assumed to be

flat, at zero degrees.

6.5. The condition of the existing soil is assumed to not cause risk of slip circles

forming around the retaining wall. The designer should consider the forming of the

cut face of the existing soil and any other area of weakness on site and adjust the

design accordingly.

A3 - Published Typical Design

Design Calculations, Risk Assessment and Design Check Statement available upon requestPlease email [email protected] for further information

Documents

3m Retaining Wall - soluform.co.uk