748 51 Retaining Wall Detail

5
GENERAL NOTES ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH THE BUILDING REGULATIONS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY TOWN / COUNTRY PLANNING, BUILDING CONTROL AND DRAINAGE DEPARTMENTS. APPOINTED CONTRACTOR RESPONSIBLE FOR NOTIFYING LOCAL AUTHORITY BUILDING CONTROL DEPARTMENT UPON COMMENCEMENT OF BUILDING WORKS ON SITE. DIMENSIONS ALL TO SITE CHECK. DISCREPANCIES (IF ANY) TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGNER. THESE PLANS HAVE BEEN PREPARED FOR SUBMISSION TO THE LOCAL AUTHORITY FOR TOWN & COUNTRY PLANNING AND / OR BUILDING REGULATION PURPOSES ONLY AND DO NOT CONSTITUTE FULL WORKING DRAWINGS. INFORMATION NOTED ON THE PLANS OR ACCOMPANYING DOCUMENTS / DETAILS IS NOT EXHAUSTIVE, AND CONTRACTOR TO CHECK WITH CLIENT AS TO ANY ADDITIONAL WORK NOT SPECIFICALLY NOTED OR IMPLIED. ALL MATERIALS ARE TO BE USED IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURES ANY WORK COMMENCING ON SITE PRIOR TO BUILDING REGULATIONS APPROVAL IS NOT RECOMMENDED AND IS ENTIRELY THE RESPONSIBILITY OF THE CLIENT. CONCRETE TO BE GRADE C32/40 TO BS EN 206-01. ALL EXCAVATIONS TO BE BLINDED WITH 50mm MASS CONCRETE. WALLS ARE TO BE FOUNDED ON GROUND CAPABLE OF BEARING 75 kN/M². THE MATERIAL TO BE PLACED BEHIND THE RETAINING WALL IS TO BE 6N, 6P, 7A OR 7B. COMPACTED IN ACCORDANCE WITH MANUAL OF CONTRACT DOCUMENTS FOR HIGHWAY WORK, VOLUME 1 SPECIFICATION FOR HIGHWAYS WORKS: SERIES 600 EARTHWORKS PART 3. IN PARTICULAR, CLAUSE 610 "FILL TO STRUCTURES" & CLAUSE 612 "COMPACTION OF FILLS". DRAINAGE TO REAR OF WALL TO BE A GRANULAR DRAINAGE LAYER TO COMPLY WITH CLAUSES 6.3.6 AND 6.3.9 OF BD 30/87 "BACKFILLED RETAINING WALLS & BRIDGE ABUTMENTS". client: project: drawing: job no: scale: date: drawn: dwg no: rev: 01535 630772 [email protected] www.larkarchitects.co.uk RIBA Chartered Practice Summit House, Riparian Way, BD20 7BW. LARK Architects Ltd West Yorkshire, The Crossings, Cross Hills, Keighley, LARK check: status: C This drawing is copyright of LARK Architects Ltd a r c h i t e c t s 1:20@A4 July 2021 748 51 Retaining Wall Details APPROVAL Hollin Lane Barn, Hollin Lane, Rawtenstall C.J.M M Hussain

Transcript of 748 51 Retaining Wall Detail

GENERAL NOTES

ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH THE

BUILDING REGULATIONS AND TO THE SATISFACTION OF THE LOCAL

AUTHORITY TOWN / COUNTRY PLANNING, BUILDING CONTROL AND

DRAINAGE DEPARTMENTS.

APPOINTED CONTRACTOR RESPONSIBLE FOR NOTIFYING LOCAL

AUTHORITY BUILDING CONTROL DEPARTMENT UPON

COMMENCEMENT OF BUILDING WORKS ON SITE.

DIMENSIONS ALL TO SITE CHECK. DISCREPANCIES (IF ANY) TO BE

BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGNER.

THESE PLANS HAVE BEEN PREPARED FOR SUBMISSION TO THE

LOCAL AUTHORITY FOR TOWN & COUNTRY PLANNING AND / OR

BUILDING REGULATION PURPOSES ONLY AND DO NOT CONSTITUTE

FULL WORKING DRAWINGS.

INFORMATION NOTED ON THE PLANS OR ACCOMPANYING

DOCUMENTS / DETAILS IS NOT EXHAUSTIVE, AND CONTRACTOR TO

CHECK WITH CLIENT AS TO ANY ADDITIONAL WORK NOT

SPECIFICALLY NOTED OR IMPLIED.

ALL MATERIALS ARE TO BE USED IN STRICT ACCORDANCE WITH

THE RECOMMENDATIONS OF THE MANUFACTURES

ANY WORK COMMENCING ON SITE PRIOR TO BUILDING

REGULATIONS APPROVAL IS NOT RECOMMENDED AND IS ENTIRELY

THE RESPONSIBILITY OF THE CLIENT.

CONCRETE TO BE GRADE C32/40 TO BS EN 206-01.

ALL EXCAVATIONS TO BE BLINDED WITH 50mm MASS CONCRETE.

WALLS ARE TO BE FOUNDED ON GROUND CAPABLE OF BEARING 75

kN/M².

THE MATERIAL TO BE PLACED BEHIND THE RETAINING WALL IS TO

BE 6N, 6P, 7A OR 7B. COMPACTED IN ACCORDANCE WITH

MANUAL OF CONTRACT DOCUMENTS FOR HIGHWAY WORK,

VOLUME 1 SPECIFICATION FOR HIGHWAYS WORKS: SERIES

600 EARTHWORKS PART 3. IN PARTICULAR, CLAUSE 610

"FILL TO STRUCTURES" & CLAUSE 612 "COMPACTION OF

FILLS".

DRAINAGE TO REAR OF WALL TO BE A GRANULAR DRAINAGE

LAYER TO COMPLY WITH CLAUSES 6.3.6 AND 6.3.9 OF BD

30/87 "BACKFILLED RETAINING WALLS & BRIDGE

ABUTMENTS".

client:

project:

drawing:

job no:

scale:

date:

drawn:

dwg no: rev:

01535 [email protected] www.larkarchitects.co.uk

RIBA

Chartered Practice

Summit House, Riparian Way,

BD20 7BW.

LARK Architects Ltd

West Yorkshire,The Crossings, Cross Hills,Keighley,

LARK

check:

status:

C This drawing is copyright of LARK Architects Ltd

a r c h i t e c t s

1:20@A4

July 2021

748 51

Retaining Wall Details

APPROVAL

Hollin Lane Barn,

Hollin Lane,

Rawtenstall

C.J.M

M Hussain

AutoCAD SHX Text
PGL
AutoCAD SHX Text
PGL
AutoCAD SHX Text
1 No. LAYER A393 MESH
AutoCAD SHX Text
1 No. LAYER A393 MESH TOP 1 No. LAYER A393 MESH BTM (40 COVER)
AutoCAD SHX Text
H10 STARTER BARS @ 200 CTRS (40mm COVER)
AutoCAD SHX Text
MIN 100mm DRAIN TO SUITABLE OUTFALL
AutoCAD SHX Text
TOC
AutoCAD SHX Text
CLEAN FREE DRAINING GRANULAR BACKFILL
AutoCAD SHX Text
TYPICAL SECTION THROUGH RETAINING WALL (MAX RETAIN 1.20m) (1:20)
AutoCAD SHX Text
RETAINING WALL TO TAKE BEARING ON GROUND CAPABLE OF ACHIEVING A BEARING CAPACITY OF 100kN/m² TBC ON SITE WITH BUILDING CONTROL
AutoCAD SHX Text
CONCRETE GRADE TO BE C28/35
AutoCAD SHX Text
EXTENT OF BANKING TBC ON SITE. IF BANKING IS CLOSER TO RETAINING WALL, ENGINEER TO BE CONTACTED TO REVIEW DESIGN.
AutoCAD SHX Text
EXISTING TREES TO BE REMOVED TO BE AGREED WITH THE RELEVANT AUTHORITIES
AutoCAD SHX Text
PROXIMITY TO THE NEIGHBORING PROPERTY TO BE CONFIRMED

2

Meadow Bank

2

5

LB

1

1

a

1

1

1

1

0

1

1

1

5

2

3

7

1

2

1

2

H

O

L

L

IN

W

A

Y

M

IT

T

O

N

A

V

E

N

U

E

2

2

1

5

5

a

P

E

N

D

L

E

T

O

N

A

V

E

N

U

E

1

5

C

H

A

T

B

U

R

N

C

L

O

S

E

H

O

L

L

I

N

L

A

N

E

2

5

2

Meadow Bank

2

5

206.8m

LB

1

1

a

1

1

1

1

0

1

1

1

5

2

3

7

1

2

1

2

M

IT

T

O

N

A

V

E

N

U

E

2

2

1

5

5

a

P

E

N

D

L

E

T

O

N

A

V

E

N

U

E

1

5

C

H

A

T

B

U

R

N

C

L

O

S

E

H

O

L

L

I

N

L

A

N

E

2

5

PASSING PLACE

Hollin Lane

Retaining wall to be faced in stoneDashed line indicates foundation of

retaining wall

15000

New planting

To consist of 6no. Holly (Ilex aquifolium).To be planted as a smaller

container plant (60 - 90 cms height).

All planting and staking to be in accordance with BS 4428 (1989).

Provision and spreading of topsoil as necessary to levels behind

proposed wall, in accordance with BS 4428 (1989). Quality of

topsoil to be in accordance with BS 3882 (2015).

existing ground level

15

00

Hollin Lane

2700

50

00

Elec pole

600

15

00

0 2300

Ho

llin

L

an

e

GENERAL NOTES

ALL WORK TO BE CARRIED OUT IN STRICT ACCORDANCE WITH THE

BUILDING REGULATIONS AND TO THE SATISFACTION OF THE LOCAL

AUTHORITY TOWN / COUNTRY PLANNING, BUILDING CONTROL AND

DRAINAGE DEPARTMENTS.

APPOINTED CONTRACTOR RESPONSIBLE FOR NOTIFYING LOCAL

AUTHORITY BUILDING CONTROL DEPARTMENT UPON

COMMENCEMENT OF BUILDING WORKS ON SITE.

DIMENSIONS ALL TO SITE CHECK. DISCREPANCIES (IF ANY) TO BE

BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGNER.

THESE PLANS HAVE BEEN PREPARED FOR SUBMISSION TO THE

LOCAL AUTHORITY FOR TOWN & COUNTRY PLANNING AND / OR

BUILDING REGULATION PURPOSES ONLY AND DO NOT CONSTITUTE

FULL WORKING DRAWINGS.

INFORMATION NOTED ON THE PLANS OR ACCOMPANYING

DOCUMENTS / DETAILS IS NOT EXHAUSTIVE, AND CONTRACTOR TO

CHECK WITH CLIENT AS TO ANY ADDITIONAL WORK NOT

SPECIFICALLY NOTED OR IMPLIED.

ALL MATERIALS ARE TO BE USED IN STRICT ACCORDANCE WITH

THE RECOMMENDATIONS OF THE MANUFACTURES

ANY WORK COMMENCING ON SITE PRIOR TO BUILDING

REGULATIONS APPROVAL IS NOT RECOMMENDED AND IS ENTIRELY

THE RESPONSIBILITY OF THE CLIENT.

1:500@A1

Aug 2021

748 550

PLANNING

client:

project:

drawing:

job no:

scale:

date:

drawn:

dwg no: rev:

01535 [email protected] www.larkarchitects.co.uk

RIBA

Chartered Practice

Summit House, Riparian Way,

BD20 7BW.

LARK Architects Ltd

West Yorkshire,The Crossings, Cross Hills,Keighley,

LARK

check:

status:

C This drawing is copyright of LARK Architects Ltd

a r c h i t e c t s

Hollin Lane Barn,

Hollin Lane,

Rawtenastall

D.D.B.

0 5m 10m 15m 20m 25m 30m 35m 40m 45m 50m

scale bar 1:500

M.Hussain

Passing Place

EXISTING SITE PLAN @ 1:500 PROPOSED SITE PLAN @ 1:500

PASSING PLACE AS BUILT:

see drawing 748-51 for retaining

wall details

EXISTING ELEVATION PROPOSED ELEVATION

Rev. Date. Notes

A 18/10/21 New planting notes added

B

B 02/11/21 Planting notes updated

AutoCAD SHX Text
INDICATIVE
AutoCAD SHX Text
INDICATIVE