Drawings - RRS 2026

NOTES

N 3m

2m

1m

0m

2m

1. All dimensions in millimetres unless otherwise shown.

2. All levels in metres above Ordinance Datum (mAOD) unless otherwise shown.

3. All dimensions to be checked on site and any discrepancies reported to Employer before pricing / work starts.

4. Any ambiguities or discrepancies within this drawing and any other information given elsewhere must be reported to Camlins and the Employer for clarification before pricing work proceeds.

5. All drawings to be read in conjunction with other Camlins drawings and specification information as appropriate.

6. Refer to relevant Engineer's and Architect's information as appropriate for confirmation of all engineering and architectural details.

7. All works to be carried out in accordance with the latest British Standards and appropriate codes of practice as a minimum.

4m

Scale 1:100

W1A refer to drawing CCCS-CAM-ZZZ-00-D-L-06401 for details.

Tree planting refer to drawing CCCS-CAM-ZZZ-00-D-L-00710 for details.

Planting refer to drawing CCCS-CAM-ZZZ-00-D-L-0080 1 for details.

S1 refer to drawing CCCS-CAM-ZZZ-00-D -L-06201 for details.

W1A refer to drawing CCCS-CAM-ZZ Z-00-D-L-0640 1 for details.

+84.220

+84.0

+84.660 +84.664

FFL +84.250

+84.821

+84.240

D

B

Exisitng Condition

+84.526 +84.054

+84.192

+84.212 +84.190 Indicative Proposed External Level +80.00 Section Cut Line

+82.0

FFL +81.500

+81.0

W1A refer to drawing CCCS-CAM-ZZZ-00-D-L-06401 for details.

W1B refer to drawing CCCS-CAM-ZZZ-00-D-L-06431 for details.

W4 refer to drawing CCCS-CAM-ZZZ-00-D-L-0050 1 for details.

W4 refer to drawing CCCS-CAM-ZZZ-00-D-L-005 01 for details.

W1C refer to drawing CCCS-CAM-ZZZ-00-D -L-06441 for details.

E1 refer to drawing CCCS-CAM-ZZZ-0 0-D-L-00350 for details.

P1 refer to drawing CCCS-CAM-ZZZ-00D-L-06001 for details.

Existing building frontage to be retained

P1 refer to drawing CCCS-CAM-ZZZ-00-D-L-0600 1 for details.

S73 Application Boundary

Proposed Block B frontage

P2 refer to drawing CCCS-CAM-ZZZ-00-D-L-06003 for details.

Proposed Block B in background P1 refer to drawing CCCS-CAM-ZZZ-00-D-L-06001 for details.

P1 refer to drawing CCCS-CAM-ZZZ-00-D-L-0600 1 for details.

Pedestrian Gate Detail to be confirmed by the Architect

S2 refer to drawing CCCS-CAM-ZZZ-00-D-L-06202 for details.

Planting refer to drawing CCCS-CAM-ZZZ-00-D-L-0080 1 for details.

+87.0

FFL +85.225

S1 refer to drawing CCCS-CAM-ZZZ-00-D-L-06201 for details.

FFL +87.500

+87.0 Ex. FFL +86.070 +86.082 +85.69

+86.0

Handrail (H1) refer to drawing CCCS-CAM-ZZZ-00-D-L-06201 for details.

S73 Application Boundary Existing building frontage to be retained

Section C Scale 1:100

Section B Scale 1:100

+85.829+85.865

+85.216

+85.85 +85.55 +85.20 +84.811 +84.660

+86.700

+TBC

+84.856 +84.792

Ex. FFL +84.970

+85.0

+86.622

+86.577 +86.210

+84.947

+84.936

Ex. FFL +85.01 +85.09

+85.010

Structural slab to step at podium opening to accommodate level change at Hertford Street

+84.0

+83.0

Ex. FFL +86.520

+86.225

+86.0

+84.0

+83.0 FFL +81.500

+82.0

+81.0

+81.920

+81.020 +81.170

Ex. FFL +82.220 FFL +81.500

+81.0

Section D Scale 1:100

Tree planting refer to drawing CCCS-CAM-ZZZ00-D-L-00710 for details.

P1 refer to drawing CCCS-CAM-ZZZ-00 -D-L-06001 for details.

Proposed Block B in background

+89.0 +87.450 Ex. FFL +87.000

+86.0

W4 refer to drawing CCCS-CAM-ZZZ-00-D -L-00501 for details.

P1 refer to drawing CCCS-CAM-ZZZ-00-D-L-06001 for details.

P1 refer to drawing CCCS-CAM-ZZZ-00-D-L-06001 for details.

Existing building frontage to be retained

S2 refer to drawing CCCS-CAM-ZZZ-00-D-L-06202 for details.

FFL +87.500 +87.0

P1 refer to drawing CCCS-CAM-ZZZ-00-D-L-06001 for details.

W3 & R2 refer to drawing CCCS-CAM-ZZZ-00-D-L-06461 for details.

W1C refer to drawing CCCS-CAM-ZZZ-00-D-L-06441 for details.

Planting refer to drawing CCCS-CAM-ZZZ-00-D-L-00801 for details.

P2 refer to drawing CCCS-CAM-ZZZ-00-D-L-06003 for details.

Section E Scale 1:100

S1 refer to drawing CCCS-CAM-ZZZ-00-D-L-06201 for details.

Existing building frontage to be retained

+82.0

C

+83.0 FFL +82.150

+81.0

+85.0

B

Existing Level

+83.590+83.557

+83.37 +83.525 +83.4

F E

+80.00

+85.0

Ex. FFL +83.730 +83.490+83.498

Planting refer to drawing CCCS-CAM-ZZZ-00-D-L-0 0801 for details.

D C

+86.0

+83.0 +82.0

Tree planting refer to drawing CCCS-CAM-ZZZ-00-D-L-00710 for details.

G

F

KEY

+85.0 +84.0

K1-F refer to drawing CCCS-CAM-ZZZ-00-D-L-00350 for details.

E

+87.0

P1 refer to drawing CCCS-CAM-ZZZ-00D-L-06001 for details.

+86.0

E1 refer to drawing CCCS-CAM-ZZZ-00-D-L-00350 for details.

G

S73 Application Boundary

P2 refer to drawing CCCS-CAM-ZZZ-00-D-L-06003 for details.

P1 refer to drawing CCCS-CAM-ZZZ-00-D-L-0600 1 for details.

P2 refer to drawing CCCS-CAM-ZZZ-00-D-L-06003 for details.

Existing building frontage to be retained

S1 refer to drawing CCCS-CAM-ZZZ-00-D-L-06201 for details.

Proposed Block B frontage

Handrail (H1) refer to drawing CCCS-CAM-ZZZ-00-D-L-06201 for details.

+87.0

S73 Application Boundary

Existing building frontage to be retained

Proposed Block B frontage

KEY PLAN

Proposed Block B frontage

4m

+87.180

+87.180 +86.454

+87.170

+87.170

+88.0

+86.520 +86.210 +85.920

+84.0

Ex. FFL +87.350 +87.332

+87.0 +85.500 +85.136 +84.850

+85.0

FFL +87.500

+85.144 +85.129

Ex. FFL +85.090

+87.235 +87.24+87.308

Ex. FFL +87.280 2 1

+86.0

2 0 2 5 -0 5 -0 9 St age 4 issue 2 0 2 5 -0 2 -0 4 1 st Issue f or Review & Comment

Rev. Dat e

RS RS

Descript ion

LC LC

Revised by Checked by

New Zealand House, Abbey Foregate, Shrewsbury, Shropshire, SY2 6FD 01743 290 779 www.camlins.com

+85.0

+83.0 +82.0

Coventry City Centre South Hill

FFL +81.500

Section B - G (Hertford Street)

+81.0

Section F Scale 1:100

Section G Scale 1:100

Status

Drawn by

Checked by

RIBA STAGE 4

RS

LC

Drawing Number

Revision

Scale

Date

CCCS-CAM-ZZZ-00-D-L-01002

2

1:100@A1

04.02.2025

NOTES

N 0mm

500mm

1. All dimensions in millimetres unless otherwise shown.

2. All levels in metres above Ordinance Datum (mAOD) unless otherwise shown.

3. All dimensions to be checked on site and any discrepancies reported to Employer before pricing / work starts.

4. Any ambiguities or discrepancies within this drawing and any other information given elsewhere must be reported to Camlins and the Employer for clarification before pricing work proceeds.

5. All drawings to be read in conjunction with other Camlins drawings and specification information as appropriate.

6. Refer to relevant Engineer's and Architect's information as appropriate for confirmation of all engineering and architectural details.

7. All works to be carried out in accordance with the latest British Standards and appropriate codes of practice as a minimum.

1000mm

Assume brick work to be frog free.

S1

S9-TS

79.73m

80

70

40

00

30

0 R2C

W2

W2

-T S

S9

R2B

S9 S9

+80

-B S

S11

S9

S9

+80.120

S11-TS

TOW +81.435

BRICK WALLS WITH BRICK ON EDGE COPING (W2) Exernal brickwork in the landscape areas to compliment the adjacent architectural specification and finish.

Indicative specification for bricks to be confirmed.

To be laid in English garden wall bond with a brick on edge coping.

10

80.01m

0 .5

0 .4

0 .2

0 .0

9 .7

9 .9

+7

TOW +81.435+80.290

Notes

For location refer to Drg. No. CCCS-CAM-ZZZ-00-D-L-00501 For Top of Wall levels refer to Drg. No. CCCS-CAM-ZZZ-00-D-L-00202

+8 +8

+8

+8

+7

80.035m

+80.580

+80.580

Scale 1:20

80.315m

500mm

0 .5 8 0 .5 8

+80

+79.780

W TO 725 .

1 +8

.4 3

+80

Structure & Foundations For confirmation of structural details, concrete foundations, expansion joints, wall ties, mechanical fixings and backfill material refer to Structural Engineer's details.

0

.2 8

+8

0

2

Mortar Assume mortar colour to be a light grey or similar as approved by the client.

Specification of mortar joints to complement adjacent building mortar and to be approved by Employer.

Brick work to be fully mortar jointed.

Mortar specification to be confirmed by the engineer.

30 0 .1

+79

1

Brick to be suitable for external landscape use in terms of water absorption, freeze thaw, crushing strength etc.

Contractor to submit material samples for client review and approval before installation.

+80

+79.950 S11 S11-BS

Bricks to be laid with nom. 10mm mortar joints.

.9 8

+79

0

.8 3

+79

0

.6 4

0

20mm wide sealed movement joints to be utilised as required. Exact details to be confirmed by Structural Engineer. Colour of sealant to match adjacent concrete surfaces.

EMPLOYER APPROVAL Samples of all cladding materials to be submitted to the Employer for approval prior to ordering.

Material samples submitted to the Employer are to be a true representation of that material type.

Submitted samples to be retained by the Employer for reference.

In-situ arrangement of brick clad to be approved by employer prior to the laying of significant areas of wall type. In-situ samples to show proposed laying method, joint tolerances, joint stagger, quality of cuts etc.and sample panel is to be retained as permanent reference of agreed quality.

This drawing is design intent only to show the desired arrangement, materiality, dimensions and finish. Structural elements are to be confirmed and detailed by the contractors structural engineer, forming a part of the contractors design proposals.

Plan View of Wall (W2) Scale: 1:50 at A1

Steps (S11) 81.435

81.435

Assumes where brick work is below the adjacent ground level and fully covered, suitable concrete block should be used. Structural Engineer to review and confirm specification.

215mm Thick brick walls with brick on edge coping.

Brick type to compliment those used within adjacent architecture.

Paving level in background

Stretcher bond with header bond every 4th row (English Garden Wall Bond) Laying pattern to compliment the architecture and to be coordinated with the engineer.

Indicative extent of RC retaining structure To be confirmed by the structural engineer Indicative level of adjacent public realm

Growing medium build-up against wall

80.315

80.290

80.160 Varies

80.120

Hardscape in foreground

80.135 Varies

79.950 79.780

79.760

Indicative extent of reinforced Concrete Retaining Structure.

For details refer to Structural Engineer’s Information.

TOW 81.725

79.730

Sub-base to Engineer specification.

Elevation 1 of Brick Wall (W2) at Plot A1 Scale: 1:20 at A1

Sub-grade to be well compacted To Civil Engineers specification

TOR 81.725

KEY PLAN

215mm Thick brick walls with brick on edge coping.

Brick type to compliment those used within adjacent architecture.

Assumes where brick work is below the adjacent ground level and fully covered, suitable concrete block should be used. Structural Engineer to review and confirm specification.

Paving level in background

TOW 80.750

Indicative level of adjacent public realm Steps (S10)

Stretcher bond with header bond every 4th row (English Garden Wall Bond) Laying pattern to compliment the architecture and to be coordinated with the engineer.

80.580

80.580 80.430

80.410

80.280

80.240

Growing medium build-up against wall

80.130

80.070

79.980

Adjacent surface.

79.900

79.830 79.730

2 1

Indicative extent of RC retaining structure To be confirmed by the structural engineer

2025-07-16 2025-05-09

Rev. Date

Wall Foundations Updated Stage 4 issue

RS RS

Description

LC LC

Revised by Checked by

New Zealand House, Abbey Foregate, Shrewsbury, Shropshire, SY2 6FD 01743 290 779 www.camlins.com

79.680

Coventry City Centre South Hill Indicative extent of reinforced Concrete Retaining Structure.

For details refer to Structural Engineer’s Information.

Elevation 2 of Brick Wall (W2) at Plot A1 Scale: 1:20 at A1

Sub-base to Engineer specification.

External Wall Elevation - W2 & R2C

Sub-grade to be well compacted To Civil Engineers specification

Status

Drawn by

Checked by

RIBA STAGE 4

RS

LC

Drawing Number

Revision

Scale

Date

CCCS-CAM-ZZZ-00-D-L-06452

2

1:20@A1

24.04.2025

NOTES

N 0.5m

1m

1. All dimensions in millimetres unless otherwise shown.

2. All levels in metres above Ordinance Datum (mAOD) unless otherwise shown.

3. All dimensions to be checked on site and any discrepancies reported to Employer before pricing / work starts.

4. Any ambiguities or discrepancies within this drawing and any other information given elsewhere must be reported to Camlins and the Employer for clarification before pricing work proceeds.

5. All drawings to be read in conjunction with other Camlins drawings and specification information as appropriate.

6. Refer to relevant Engineer's and Architect's information as appropriate for confirmation of all engineering and architectural details.

7. All works to be carried out in accordance with the latest British Standards and appropriate codes of practice as a minimum.

1.5m

Scale 1:25

KEY Site Boundary

Planter with integrated bench Growing Medium Min. 800mm at tree locations Gravel strip

Paving build up to Engineer's specifications

Void former to reduce weight of growing medium within planters on podium

Bespoke bench over vent Architectural parapet detail to be confirmed.

To be minimum 1.1m above the hiighest planter level.

1100

0m

Building Outline

0.5m

FFL

Drainage board 200 mm Insulation?

Structural slab to Engineer's specification

Podium Section Scale: 1:25 at A1

Rev. Date

Description

Revised by Checked by

New Zealand House, Abbey Foregate, Shrewsbury, Shropshire, SY2 6FD 01743 290 779 www.camlins.com

12-20 Wyvil Road London Square Section D Status

Drawn by

Checked by

Planning

RS

LC

Scale

Date

1:25@A1

03.04.2024

Drawing Number

Revision

SY750-000-0104 -

NOTES

N 1000mm

Granite insert to provide a colour contrast with adjacent step and to be installed 28mm from leading edge of step.

Grade 316 Stainless Steel Handrail (H1) (Horizontal Rail) formed from 50mm hollow tube steel shaped as shown. Handrail to be weld fixed to flat bar posts.

Exact details to be confirmed with Specialist Railing Manufacturer.

Top of handrail to be 900mm above pitchline of steps. Exact dimensions of handrail to be confirmed by Specialist Railing Manufacturer following survey of as constructed steps

Handrails located both sides of steps

GRANITE STEPS (S8) Granite Steps sawn and flamed finish to top, riser and exposed ends (sawn finish to ends, back and bed). Granite colour: 'Cinza Ariz'

Handrail tube to be finished with a domed end.

Exact detail to be confirmed by specialist manufacturer.

40

30

80

8

Proposed Handrail to extend a minimum of 300mm beyond top of stairs

51

Corduroy Tactile Paving For detail refer to drg. no. TRI-CLA-ZZ-00-DR-L-0552

8mm bullnose radius to leading step edge and exposed ends.

Steps to be laid so as to achieve an even and smooth pedestrian surface.

Granite Steps with 350mm tread depth and nom. 160mm risers.

Step - 470mm wide x 155mm high x length as shown.

Top Step - 400mm wide x 155mm high x length as shown.

Steps to overlap as shown to create 300mm treads.

Steps to be laid to achieve an even and smooth pedestrian surface.

Nom. 5mm bullnose radius to leading step edge and exposed ends.

Adjacent surface For detail refer to drg. no. TRI-CLA-ZZ-00-DR-L-0021 Typical Detail of Step Riser with Lighting Notch 1:5 at A1

400 Cover plate surrounding vertical posts to mask holes cored within step surface for root fixing. Cover plate to be located around vertical posts at fabrication and attached to paved surface by suitable adhesive following installation on site.

25.765 470

25.605

25.445

350

160

25.285 25.125

For confirmation of step foundation / base & sub-base layers refer to Engineers details.

350

120

HANDRAILS (H1) Grade 316 Stainless Steel Handrails shaped as shown or similar as approved by the Client.

Stainless steel finish to be confirmed.

24.645

Fabrication Drawings & Setting-Out Steelwork Sub-Contractor to produce fabrication drawings for approval by based upon the dimensions shown. Fabrication drawings for individual railings to be produced according to survey of as constructed site situation, structures, surfacing etc. and to be supplied to Employer for approval.

Steelwork Sub-Contractor Steelwork Sub-Contractor to have demonstrable experience of architectural steel fabrication and to be approved by Employer.

Steel All joints to be fully welded and finished smooth.

All edges of horizontal and vertical bars to be rounded off so that they are smooth to the touch.

Top Rail 50mm hollow tube as shown.

Exact details to be confirmed with Specialist Railing Manufacturer.

Vertical Posts Handrail to be weld fixed to flat bar posts.

All posts to have a suitable cover plate to hide fixing detail.

Exact details to be confirmed with Specialist Railing Manufacturer.

Fixing Fixing detail to Specialist Manufacturers recommendations Cleaning Following installation all stainless steel surfaces to be cleaned with 'Anpol Cleaner C' or similar as approved by Contract Administrator. This product is produced by Anopol Ltd., 70 Bordesley Street, Birmingham B5 5QJ Tel: 0121 632 6888. Cleaner to be applied according to manufacturers recomendations.

24.805

24.485 Corduroy Tactile Paving For detail refer to drg. no. TRI-CLA-ZZ-00-DR-L-0552

160

24.325 24.165

Concrete base to Structural Engineer specification

Adjacent surface For detail refer to drg. no. TRI-CLA-ZZ-00-DR-L-0021

350 24.005

155

Sub-base build-ups to be confirmed by the Civil Engineer Existing ground to be well compacted.

To Civil Engineers Specification

23.845

23.814

Possible Supplier Flintshire Fabrications Nerse Farm Smithy Lloc Holywell Flintshire CH8 8RD Tel.: 01352 711701 http://www.flintshirefabrications.co.uk/

Section Through Steps (S8) Scale: 1:20 at A1

Nominal 6mm joint width

713

900

EMPLOYER APPROVAL Samples of all materials to be submitted to the Employer for approval prior to ordering. Material samples submitted to the Employer are to be a true representation of that material type. Submitted samples to be retained by the Employer for reference.

544

In-situ arrangement to be approved by employer prior to the laying of significant areas. In-situ samples to show proposed laying method, joint tolerances, joint stagger, quality of cuts etc.and sample panel is to be retained as permanent reference of agreed quality.

1002

400

900

381

Proposed Handrail to extend a minimum of 300mm beyond top and bottom of stairs

Inlaid Strips To Steps (Granite Inserts) 55mm wide Granite Inserts to be installed to leading edge tread and riser of steps to provide colour contrast. Inlaid strips to be fixed with suitable adhesive into groove worked into surface of the granite step.

Cutting Of Steps All cuts within steps to be of the same quality as the original production masonry.

Minimum length of cut steps to be 400mm at ends of courses.

Joints End joints between steps to be butt jointed with no joint width.

Side joints with adjacent paved surfaces to match all other joints within paved surface.

Possible Supplier Hardscape Ltd, Unit 25, Long Marsden Industrial Estate, Stratford Upon Avon, CV37 8QR. www.hardscape.co.uk Contact: Dave Lowe Email: dl@hardscape.co.uk Tel.: 0178 972 1012 Mobile: 07734103614

Fixing detail to Specialist Manufacturers recommendations

24.965

900

1. All dimensions in millimetres unless otherwise shown.

2. All levels in metres above Ordinance Datum (mAOD) unless otherwise shown.

3. All dimensions to be checked on site and any discrepancies reported to Employer before pricing / work starts.

4. Any ambiguities or discrepancies within this drawing and any other information given elsewhere must be reported to Camlins and the Employer for clarification before pricing work proceeds.

5. All drawings to be read in conjunction with other Camlins drawings and specification information as appropriate.

6. Refer to relevant Engineer's and Architect's information as appropriate for confirmation of all engineering and architectural details.

7. All works to be carried out in accordance with the latest British Standards and appropriate codes of practice as a minimum.

NOTES

55

160

25.765 875

713

25.605

1002

259

25.445 549

713

25.285

1002

55

839

25.125 222

713

24.965 512

1002

350

24.805 55

802

713

24.645

1002

185

24.485

1292

475

350 24.325 765

C01

1002

Scale 1:20

500mm

155

0mm

4250

500mm

24.165

2024-07-26

Rev. Date

Stage 5

RS

Description

Revised by Checked by New Zealand House, Abbey Foregate, Shrewsbury, Shropshire, SY2 6FD 01743 290 779 www.camlins.com

1055

24.005 900

900

900

900

900

900

900

438

SB

Tribeca, London Reef Group Typical Steps Details (S8) Status

Stage 5 Plan Detail Steps (S8) Scale: 1:20 at A1

Drawing Number

TRI-CLA-ZZ-ZZ-DR-L-0608

Drawn by

Checked by

Scale

Date

RS Revision

C01

1:20@A1

SB

26.07.2024

NOTES 500mm

0mm

Scale 1:20

500mm

1000mm

To be GreenBlue Urban 'Pre-cast Tree Grille' or similar as approved by the client.

Concrete structure To Engineer's specifications

240

24.460

M150D No. 0.1J Channel ACO Multidrain

1050

Polymer Modified Mortar 10mm width Existing Capping Beam

24.700

24.400

3

936 1475

Concrete Foundation To Engineer's specifications

Root Barrier to be installed to edge of tree pit to divert roots downwards and prevent root heave of adjacent paved surfaces.

Top of root barrier to sit directly on top of cell system.

Geotextile blinding between growing medium and drainage layer.

'Terram 1000' or similar as approved by the Landscape Architect.

100mm thick single size (nominal 10mm) angular porous aggregate drainage layer to base of tree pit. Drainage material to include no limestone or fines.

Base of tree pit to be ripped to ensure free drainage.

Any poor drainage to be reported to the Landscape Architect.

2

1

RootSpace structure - size of structure to be coordinated based on manufacturers recommendations and on site situation. Refer to drg.no. TRI-CLA-ZZ-00-DR-L-0041 for overall area of cell structure.

23.650

23.630

1600

Concrete Foundation To Engineer's specifications

GLTWGNA twinwall geonet laid over RootSpace structure, refer to manufacturers details for specification

Polymer Modified Mortar 10mm width Existing Capping Beam

23.650

23.630

Concrete structure To Engineer's specifications

400

Indicative extent of Irrigation/Aeration System. 60mmø pvc perforated pipe installed around shoulder of root ball. Irrigation/Aeration pipe connected to surface with vertical pipe of same specification and tee sections as required Clay Pavers For detail refer to drg. no. TRI-CLA-ZZ-ZZ-DR-L-0502 150mm wide ACO Multidrain Grating Grating style to be confirmed M150D No. 0.1J Channel ACO Multidrain

KEYPLAN

Overall size of tree pit to be nominal 2000x2000x1000mm.

Tree pit may not be concentric as required to avoid built features and services. Exact tree pit profile to be confirmed with Landscape Architect on site and to achieve minimum 800mm depth.

Overall volume of tree pit to achieve a minimum of: - 5 cubic m of growing medium for large shrubs - 10 cubic m of growing medium for small trees - 16 cubic m of growing medium for large trees - 20 cubic m of growing medium for mature trees Overall tree pit dimensions are dependant upon surrounding ground conditions.

Minimum excavation dependant upon area required to install root ball and underground guying system.

Specialist Growing Medium Supplier to confirm whether or not additional tree planting compost is required for tree pits.

300mm Topsoil

150mm wide ACO Multidrain Grating Grating style to be confirmed

Root Barrier to be installed to edge of tree pit to divert roots downwards and prevent root heave of adjacent paved surfaces. Top of root barrier to sit directly on top of cell system.

Cast Aluminium Grating to Irrigation/Aeration System. Mortar bed to be utilised as required to ensure grating is set flush with finished surface levels. Vertical pipe to be cut to length at time of tree pit paving course surfacing as necessary for top of inlet to be secured flush with finished surface

300

24.700

RRARBV150A Arborvent 150 single inlet aeration system with cast inlets fitted to RootSpace Airflow inlet

1050

400

Geotextile blinding between resin bound aggregate and growing medium.

'Terram 1000' or similar as approved

500mm Minimum Subsoil

Clay Pavers For detail refer to drg. no.

TRI-CLA-ZZ-ZZ-DR-L-0502

GLTWGNA twinwall geonet laid over RootSpace structure, refer to manufacturers details for specification RootSpace structure - size of structure to be coordinated based on manufacturers recommendations and on site situation. Refer to drg.no. TRI-CLA-ZZ-00-DR-L-0041 for overall area of cell structure.

1. All dimensions in millimetres unless otherwise shown.

2. All levels in metres above Ordinance Datum (mAOD) unless otherwise shown.

3. All dimensions to be checked on site and any discrepancies reported to Employer before pricing / work starts.

4. Any ambiguities or discrepancies within this drawing and any other information given elsewhere must be reported to Camlins and the Employer for clarification before pricing work proceeds.

5. All drawings to be read in conjunction with other Camlins drawings and specification information as appropriate.

6. Refer to relevant Engineer's and Architect's information as appropriate for confirmation of all engineering and architectural details.

7. All works to be carried out in accordance with the latest British Standards and appropriate codes of practice as a minimum.

NOTES Overall amount of growing medium will need to achieve approximately 20m3 per tree along the canal edge. This equates to a total of 180m3 of growing medium in the full continuos tree pit. This overall size keeps in consideration future growth of the trees to ensure the success of them.

KEY Depth of wall to be removed to accommodate 1000mm growing medium 1600

Existing Canal Wall

Indicative extent of Tree Anchoring System

NOTES

Existing brick canal wall to be broken down locally to allow construction of tree pit

Root Barrier to be installed to edge of tree pit to divert roots downwards and prevent root heave of adjacent paved surfaces.

Top of root barrier to sit directly on top of cell system.

Geotextile blinding between growing medium and drainage layer.

'Terram 1000' or similar as approved by the Landscape Architect.

Base of tree pit to be ripped to ensure free drainage.

Any poor drainage to be reported to the Landscape Architect.

100mm thick single size (nominal 10mm) angular porous aggregate drainage layer to base of tree pit. Drainage material to include no limestone or fines.

Existing Canal Wall

Existing Canal Wall Typical Detail Through Canal Edge Tree Pit - Section 1 Scale: 1:20 at A1

Typical Detail Through Canal Edge Tree Pit - Section 2 Scale: 1:20 at A1

ROOTSPACE STRUCTURE SYSTEM GreenBlue Urban `RootSpace' structural cell systems to be implemented in all tree pits beneath hard standing areas. Tree pits to use 'RootSpace' and 'RootSpace Air Flow Lid' or similar as approved by the client. To be installed to manufacturers specifications.

Refer to detail drawing for confirmation of cell sizes.

IRRIGATION / AERATION SYSTEM & ROOT BARRIER Irrigation/aeration system to be 60mmø pvc perforated pipe installed around shoulder of root ball within growing medium. Aeration pipe connected to surface with vertical pipe of same specification and tee sections as required. To Be GreenBlue Urban 'RootRain Civic' or similar as approved by the client (Cast Aluminium Grating to be utilised in-lieu of 'RootRain Civic' aluminium cap. Refer to grating details below).

RootRain - http://greenblueurban.com/product_item/rootrain-civic/ Root Barrier to be installed to edge of tree pit as shown to divert roots downwards and prevent roots impeding on adjacent services.

To be GreenBlue Urban 'ReRoot 1000' or similar as approved by the client.

Root barrier to be installed with ribs facing the tree.

Where two sections of root barrier are required, these will overlap by a minimum of 300mm and use GreenBlue Urban RERJTA joining tape to both sides and the full length of the seem.

ReRoot - http://greenblueurban.com/products/root-barriers/ CAST ALUMINIUM GRATING Top of vertical pipe to have Cast Aluminium Grating set flush within hard landscape. Cast Aluminium Grating to be RootRain ArborVent 150 aeration system or similar approved by the client.

Top of vertical pipe to have nominal 150mm Cast Aluminium Grating set flush with finished ground levels. C20 mass concrete base to be utilised as required to ensure grating is flush with finished surface levels.

GLTWGNA twinwall geonet laid over RootSpace structure, refer to manufacturers details for specification

Clay Pavers For detail refer to drg. no.

TRI-CLA-ZZ-ZZ-DR-L-0502

RootSpace structure - size of structure to be coordinated based on manufacturers recommendations and on site situation. Refer to drg.no. TRI-CLA-ZZ-00-DR-L-0041 for overall area of cell structure.

150mm wide ACO Multidrain Grating Grating style to be confirmed M150D No. 0.1J Channel ACO Multidrain

23.640

23.590

SOIL ADDITIVE All trees planted within hard surface tree pits to be installed with GreenBlueUrbans "RootStart" Mycorrhizal Fungi or similar as approved. Application to be as recommended by the manufacturer.

RootStart to be added to the backfill material immediately surrounding the tree root ball.

1600 IMPORTED TOPSOIL & SUBSOIL FOR STRUCTURAL SOIL Topsoil to comply with BS 3882.

- Topsoil to be a well structured sandy-loam and free from stones or any other contaminants.

- Topsoil must never be contaminated with other material, including hardcore.

- Topsoil must never be laid over standing water or sodden ground.

- Topsoil must never be overcompacted.

Manufactured topsoil to comply with BS 3882.

- Manufactured topsoil to have a maximum aggregate size of 50mm (no more than 10% of soil to be made up of 25-50mm stones).

Subsoil to comply with BS 8601.

- Subsoil Organic Matter Content to be no more than 1.5%.

All imported topsoil and subsoil to be sourced from a reputable source and to be friable, free-draining and uncompacted.

Root Barrier to be installed to edge of tree pit to divert roots downwards and prevent root heave of adjacent paved surfaces. Top of root barrier to be installed minimum 20mm below finished Paving Course Tree Pit Surface

Concrete Foundation To Engineer's specifications

TREE ANCHORING SYSTEM To be GreenBlue Urban ArborGuy AnchorPlate Kit or similar as approved.

Each tree to be secured with underground Tree Anchoring System consisting of adjustable canvas straps that are to be securly located to the shoulder of the root ball, with three high strength galvanised steel wires connected to 3no ArborGuy AnchorPlates placed at bottom of pit. All ratchets to be installed to side of root ball. Protective matt to be utilised to ensure guying system does not cut into root ball. All ratchets to be installed to side of root ball.

Possible Supplier: RootSpace / Irrigation/Aeration System / Root Barrier / Aluminium Grating / Tree Grille / Tree Soil / Soil Additive / Tree Anchor System GreenBlue Urban, Haywood Way, Hastings, East Sussex TN35 4PL Tel.: 01424 717 797

Geotextile blinding between growing medium and drainage layer. 'Terram 1000' or similar as approved by the Landscape Architect.

Possible Supplier Bourne Amenity The Wharf, Rye Road, Kent, TN18 5QG Tel.: 01797 252 299 Web.: https://bourneamenity.co.uk/

100mm thick single size (nominal 10mm) angular porous aggregate drainage layer to base of tree pit. Drainage material to include no limestone or fines.

Representative sample of all imported topsoils and subsoils to be provided to Landscape Architect for approval a minimum of 4 weeks in advance of bulk delivery to site.

Base of tree pit to be ripped to ensure free drainage.

Any poor drainage to be reported to the Landscape Architect.

Contractor to allow for the appointment of a Soil Specialist to independently asses the condition of all imported topsoil and subsoil. Contractor must not rely on the suppliers documentation.

C01

2024-07-26

Rev. Date

Stage 5

RS

Description

Revised by Checked by

Typical Detail Through Canal Edge Tree Pit - Section 3 Scale: 1:20 at A1

SB

New Zealand House, Abbey Foregate, Shrewsbury, Shropshire, SY2 6FD 01743 290 779 www.camlins.com

Existing Canal Wall

Possible Supplier Soil Analysis Tim O-Hare Associates Soil & Landscape Consultancy Howbery Park, Wallingford, Oxfordshire, OX10 8BA Tel.: 01491 822 653 http://www.timohare-associates.com/contact.php TREE PLANTING, TREE SELECTION & APPROVAL - Representative photos of the trees to be provided prior to any Nursery visit.

- For tree species & stock sizes refer to Tree Planting Plan Drg. No. TRI-CLA-ZZ-00-DR-L-0061.

- Trees to be well balanced in root and crown and to be good examples of the species.

- Trees of the same species and stock size to be a matching set unless directed otherwise by Landscape Architect.

- Evidence to be provided of transplanting in last 4 years. Trees to have been undercut a minimum of 12 and a maximum of 24 months before planting.

- Trees to be containerised in air pot system during last winter season before planting.

- Trees to be installed within constructed tree pit so that growing / nursery linell works to be in accordance with BS 8545: 2014 'Trees: from nursery to independance in the landscape.

Recommendations'.

Exact fixing and foundation details to be as the specialist manufacturers details.

TREE SOIL Tree soil growing medium to be: Maximum 600mm depth GreenBlue Urban 'RootSoil 20' Top Soil as suggested by the supplier.

Where growing medium is required below 600mm depth, GreenBlue Urban 'RootSoil Sub' is to be used, this is low in organic matter content sub soil and specified to eliminate the risk of soil becoming anaerobic.

100mm depth of fine washed sand to be used at the bottom of tree pit.

Root Barrier to be installed to edge of tree pit to divert roots downwards and prevent root heave of adjacent paved surfaces.

Top of root barrier to sit directly on top of cell system.

Polymer Modified Mortar 10mm width Existing Capping Beam

TREE GRILLE To be GreenBlue Urban 'Pre-cast Tree Grille' or similar as approved by the client.

To be of Galvanised Steel construction, steel sizing to be detailed by the supplier to confirm appropriate loading capacity within the given site situations.

Tree Grill to be inlaid with Resin Bound Gravel Base of grille to be perforated to allow water to pass through, as shown in details.

Tree grill to allow direct connection of 60mm dia perforated pipe tree irrigation sysyem, detail to be confirmed by the specialist supplier.

Tribeca, London Reef Group Typical Canal Side Tree Pit Detail Status

Stage 5 Drawing Number

TRI-CLA-ZZ-ZZ-DR-L-0701

Drawn by

Checked by

Scale

Date

RS Revision

C01 1:20@A1

SB

26.07.2024

NOTES

1. All dimensions in millimetres unless otherwise shown.

2. All levels in metres above Ordinance Datum (mAOD) unless otherwise shown.

3. All dimensions to be checked on site and any discrepancies reported to Employer before pricing / work starts.

4. Any ambiguities or discrepancies within this drawing and any other information given elsewhere must be reported to Camlins and the Employer for clarification before pricing work proceeds.

5. All drawings to be read in conjunction with other Camlins drawings and specification information as appropriate.

6. Refer to relevant Engineer's and Architect's information as appropriate for confirmation of all engineering and architectural details.

7. All works to be carried out in accordance with the latest British Standards and appropriate codes of practice as a minimum.

N 0m

1m

0.5m

Scale 1:25

1.5m

KEYPLAN

Plot C2

Adjacent surface For detail refer to drg. no. TRI-CLA-ZZ-00-DR-L-0021

RootSpace structure - size of structure to be coordinated based on manufacturers recommendations and on site situation.

Adjacent surface For detail refer to drg. no. TRI-CLA-ZZ-00-DR-L-0021

Plot C1

Plot A

Growing Medium For detail refer to drg. no. TRI-CLA-ZZ-00-DR-L-0041

Concrete edge to Engineer's specifications

Growing Medium For detail refer to drg. no. TRI-CLA-ZZ-00-DR-L-0041

Plot B

Plot C3

Concrete edge to Engineer's specifications

Porphyry Boulder. For detail refer to drg. no. TRI-CLA-ZZ-ZZ-DR-L-0775

Porphyry Boulder. For detail refer to drg. no. TRI-CLA-ZZ-ZZ-DR-L-0775

Plot C4

Build-up to Engineer's specifications

RootSpace structure - size of structure to be coordinated based on manufacturers recommendations and on site situation.

KEY

4.10 Build-up to Engineer's specifications

25.600

T1

25.425

25.388

T2 24.050

675

24.050

T3

24.713

24.375

24.713

675

23.713

Proposed Levels 600mm deep Rootspace structure with 75mm of RootSpace AirFlow Lid 400mm deep Rootspace structure with 75mm of RootSpace AirFlow Lid 250mm deep Stratacell

Tree Cell Levels 22843

24.375

675

24.375

24.140

24.006

23025

24.038

24.038

24.038

23181

23.700

23.700 23.700

23363 675

Existing Ground Condition Retained

Existing Ground Condition Retained 675

23.363

23.025

23518 23700

23.025

23856 24038 Typical Section 1 Through Rock Terrace D Scale : 1:25 at A1

Typical Section 2 Through Rock Terrace D Scale : 1:25 at A1

T1

T1 T1

T1

T1

T1

T1

T1

T1

T1 T1

T1 T1

T1 T1

T1 T1

T1 T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

NOTES Possible Supplier Rootspace Structure GreenBlue Urban, Northpoint, Compass Park, Bodiam, East Sussex, TN32 5BS

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

24193 24375

Section 1

Section 2

0.5m

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

24713

T1

T1

T1

T1

T1 T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1 T1

T1

T1

T1

T1

T1

T1

T1

T1 T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

T1

Green Blue Urban should be brought on board to provide technical design services and review drawings at Stage 5 to ensure system performance is correct and coordinated with any onsite unforeseen changes. It is also advised that Green Blue Urban are present at time of install to ensure system is being laid to specification.

Rootspace structures should be installed by approved installer.

Possible Approved Installer Kingston Landscape Group Baron's Court 22 The Avenue Egham, Surrey TW20 9AB Tel.: 020 8893 8992 sales@klguk.com

C01

2024-07-26 St age 5

Rev. Dat e

RS

Descript ion

SB

Revised by Checked by New Zealand House, Abbey Foregate, Shrewsbury, Shropshire, SY2 6FD 01743 290 779 www.camlins.com

Tribeca, London Reef Group Typical Details - Rock Terrace D Status

Rock Terrace D Scale : 1:50 at A1

Rock Terrace D Scale : 1:50 at A1

Stage 5 Drawing Number

TRI-CLA-ZZ-ZZ-DR-L-0774

Drawn by

Checked by

Scale

Date

RS Revision

C01

Varies@A1

SB

26.07.2024

NOTES

1. All dimensions in millimetres unless otherwise shown.

2. All levels in metres above Ordinance Datum (mAOD) unless otherwise shown.

3. All dimensions to be checked on site and any discrepancies reported to Employer before pricing / work starts.

4. Any ambiguities or discrepancies within this drawing and any other information given elsewhere must be reported to Camlins and the Employer for clarification before pricing work proceeds.

5. All drawings to be read in conjunction with other Camlins drawings and specification information as appropriate.

6. Refer to relevant Engineer's and Architect's information as appropriate for confirmation of all engineering and architectural details.

7. All works to be carried out in accordance with the latest British Standards and appropriate codes of practice as a minimum.

N

Proposed Architecture

Site Boundary

Site Boundary

Proposed Architecture

1000mm

Site Boundary

Scale 1:20

500mm

Proposed Architecture

0mm

500mm

NOTES BRICK WALLS WITH BRICK ON EDGE COPING - W1A (600) Brick Wall to create a nom. 600mm high upstand and finished with a brick on edge coping.

For location refer to Drg. No. WHS-CAM-XX-00-DR-L-1051 Exernal brickwork in the landscape areas to compliment the adjacent architectural specification and finish.

Indicative specification and finish for bricks to be approved by the client prior to install.

215mm Thick brick walls with brick on edge coping.

Brick type to compliment those utilised within adjacent buildings.

TOW 103.35

215mm Thick brick walls with brick on edge coping.

Brick type to compliment those utilised within adjacent buildings.

215

TOW 103.35

Nom. 10mm fully mortared joint to match the architectural brickwork finish.

Mortar specification to be confirmed by the engineer.

215 Nom. 10mm fully mortared joint to match the architectural brickwork finish.

Mortar specification to be confirmed by the engineer.

Adjacent paved surface

102.660

Bricks to be laid with nom. 10mm mortar joints.

Brick to be suitable for external landscape use in terms of water absorption, freeze thaw, crushing strength etc.

Structure & Foundations For confirmation of structural details, concrete foundations, expansion joints, wall ties, mechanical fixings and backfill material refer to Structural Engineer's details.

215

TOW 103.35

102.8

102.780

102.72

Nom. 10mm fully mortared joint to match the architectural brickwork finish.

Mortar specification to be confirmed by the engineer.

Assume brick work to be frog free.

Adjacent softscape

Existing Levels 102.704

To be laid in English garden wall bond with a brick on edge coping.

Material samples to be submitted for client review and approval before installation.

Adjacent paved surface

102.77

215mm Thick brick walls with brick on edge coping.

Brick type to compliment those utilised within adjacent buildings.

Mortar Colour and specification of mortar joints to complement adjacent building mortar and to be approved by Employer.

Brick work to be fully mortar jointed.

Mortar specification to be confirmed by the engineer.

Existing Levels

Existing Levels 102.992 102.317

EMPLOYER APPROVAL Samples of all cladding materials to be submitted to the Employer for approval prior to ordering.

Material samples submitted to the Employer are to be a true representation of that material type.

Submitted samples to be retained by the Employer for reference.

102.8

In-situ arrangement of brick clad to be approved by employer prior to the laying of significant areas of wall type. In-situ samples to show proposed laying method, joint tolerances, joint stagger, quality of cuts etc.and sample panel is to be retained as permanent reference of agreed quality.

This drawing is design intent only to show the desired arrangement, materiality, dimensions and finish. Structural elements are to be confirmed and detailed by the Structural Engineer.

Wall foundation to be to Structural Engineers specification Wall foundation to be to Structural Engineers specification

Wall foundation to be to Structural Engineers specification

Section B Through 215mm Thick Brick Wall With Brick On Edge Coping W1A (600) Scale: 1:20 at A1

Section A Through 215mm Thick Brick Wall With Brick On Edge Coping W1A (600) Scale: 1:20 at A1

Section C Through 215mm Thick Brick Wall With Brick On Edge Coping W1A (600) Scale: 1:20 at A1

A

Indicative level of adjacent public realm

B

Assumes where brick work is below the adjacent ground level and fully covered, suitable concrete block should be used. Structural Engineer to review and confirm specification.

TOW 103.350

C TOW 103.650

Stretcher bond with header bond every 4th row (English Garden Wall Bond) Laying pattern to compliment the architecture and to be coordinated with the engineer.

215mm Thick brick walls with brick on edge coping.

Brick type to compliment those used within adjacent architecture.

Indicative extent of concrete blocks To be confirmed by the structural engineer

Paving level in background

TOW 103.350

Existing Levels

103.230 103.060

103.12

102.960 102.770

102.770

102.750

102.710

102.800 102.712

102.620 Existing Levels

102.86

102.51

102.470

102.337

102.320 102.112

102.2 102.17

101.990

Sub-base to Engineers specification.

Wall foundation to be to Structural Engineers specification

Sub-grade to be well compacted To Civil Engineers specification

Elevation View Of Brick Wall (W1A) Scale: 1:20 at A1

Brick on edge coping.

Nom 215mm x 102.5mm x 65mm brick dimentions Brick header course 3 rows of stretcher bond

1

103.35m

102.77m

102.71m

102.8m

Typical Elevation of English Garden Wall Bond With Brick on Edge Coping Scale: 1:20 at A1 1 -

102.795m

103.35m

+102.17

+102.32

S1+102.47

+102.62

+102.77

103.65m

Nom. 10mm fully mortared joints.

A

B

C

2 0 2 6 -0 1 -0 9 St age 4 First Formal Issue 2 0 2 5 -1 1 -2 1 St age 4 Draf t Issue

Rev. Dat e

RS RS

Descript ion

LC LC

Revised by Checked by

New Zealand House, Abbey Foregate, Shrewsbury, Shropshire, SY2 6FD 01743 290 779 www.camlins.com

White Heart Street, Mansfield Mansfield District Council Typical Wall Detail - W1A Typical Plan View Of Brick Wall (W1A) Scale: 1:50 at A1

Status

RIBA STAGE 4 Drawing Number

WHS-CAM-XX-ZZ-DR-L-4251

Drawn by

Checked by

Scale

Date

RS Revision

1

As Shown

LC

09.01.2026

N 0mm

1000mm

2m

Scale 1:20

500mm

1 :3 0

m

10

1. All dimensions in millimetres unless otherwise shown.

2. All levels in metres above Ordinance Datum (mAOD) unless otherwise shown.

3. All dimensions to be checked on site and any discrepancies reported to Employer before pricing / work starts.

4. Any ambiguities or discrepancies within this drawing and any other information given elsewhere must be reported to Camlins and the Employer for clarification before pricing work proceeds.

5. All drawings to be read in conjunction with other Camlins drawings and specification information as appropriate.

6. Refer to relevant Engineer's and Architect's information as appropriate for confirmation of all engineering and architectural details.

7. All works to be carried out in accordance with the latest British Standards and appropriate codes of practice as a minimum.

NOTES BRICK WALLS WITH BRICK ON EDGE COPING - W1A (600) Brick Wall to create a nom. 600mm high upstand and finished with a brick on edge coping.

For location refer to Drg. No. WHS-CAM-XX-00-DR-L-1051 Exernal brickwork in the landscape areas to compliment the adjacent architectural specification and finish.

Indicative specification and finish for bricks to be approved by the client prior to install.

A

To be laid in English garden wall bond with a brick on edge coping.

Bricks to be laid with nom. 10mm mortar joints.

99.3m

1

99.3m

99.345m

+99.52 99.365m

+99.675

+99.83 S2

+99.985

+100.14

+100.295

+100.45

+100.605

+100.76

+100.915

+101.07

101.235m

+101.225

101.8m

99.85m

215mm Thick brick walls with brick on edge coping.

Brick type to compliment those used within adjacent architecture.

TOW 101.8

101.235

Assume brick work to be frog free.

B

Assumes where brick work is below the adjacent ground level and fully covered, suitable concrete block should be used. Structural Engineer to review and confirm specification.

101.225 S2 Steps in foreground Stretcher bond with header bond every 4th row (English Garden Wall Bond) Laying pattern to compliment the architecture and to be coordinated with the engineer.

Brick to be suitable for external landscape use in terms of water absorption, freeze thaw, crushing strength etc.

Material samples to be submitted for client review and approval before installation.

Structure & Foundations For confirmation of structural details, concrete foundations, expansion joints, wall ties, mechanical fixings and backfill material refer to Structural Engineer's details.

Mortar Colour and specification of mortar joints to complement adjacent building mortar and to be approved by Employer.

Brick work to be fully mortar jointed.

Mortar specification to be confirmed by the engineer.

EMPLOYER APPROVAL Samples of all cladding materials to be submitted to the Employer for approval prior to ordering.

Material samples submitted to the Employer are to be a true representation of that material type.

Submitted samples to be retained by the Employer for reference.

In-situ arrangement of brick clad to be approved by employer prior to the laying of significant areas of wall type. In-situ samples to show proposed laying method, joint tolerances, joint stagger, quality of cuts etc.and sample panel is to be retained as permanent reference of agreed quality.

Typical Plan View Of Brick Wall (W1A) Scale: 1:50 at A1

This drawing is design intent only to show the desired arrangement, materiality, dimensions and finish. Structural elements are to be confirmed and detailed by the Structural Engineer.

Existing Levels

TOW 99.88

Sub-grade to be well compacted To Civil Engineers specification 99.3

Sub-base to Engineers specification.

Elevation View Of Brick Wall (W1A) Scale: 1:20 at A1

Adjacent softscape Proposed Architecture

500mm

NOTES

Wall foundation to be to Structural Engineers specification

Adjacent softscape

215mm Thick brick walls with brick on edge coping.

Brick type to compliment those utilised within adjacent buildings.

Nom. 10mm fully mortared joint to match the architectural brickwork finish.

Mortar specification to be confirmed by the engineer.

215mm Thick brick walls with brick on edge coping.

Brick type to compliment those utilised within adjacent buildings.

Nom. 10mm fully mortared joint to match the architectural brickwork finish.

Mortar specification to be confirmed by the engineer.

Existing Levels

99.93

215

100 TOW 99.85

TOW 101.8

215

Existing Levels 99.365 101.235

Subgrade to be well compacted

Wall foundation to be to Structural Engineers specification

Section A Through 215mm Thick Brick Wall With Brick On Edge Coping W1A (600) Scale: 1:20 at A1

101.225

Subgrade to be well compacted

Wall foundation to be to Structural Engineers specification

Section B Through 215mm Thick Brick Wall With Brick On Edge Coping W1A (600) Scale: 1:20 at A1

1 -

2 0 2 6 -0 1 -0 9 St age 4 First Formal Issue 2 0 2 5 -1 1 -2 1 St age 4 Draf t Issue

Rev. Dat e

RS RS

Descript ion

LC LC

Revised by Checked by

New Zealand House, Abbey Foregate, Shrewsbury, Shropshire, SY2 6FD 01743 290 779 www.camlins.com

White Heart Street, Mansfield Mansfield District Council Typical Wall Detail - W1A Status

RIBA STAGE 4 Drawing Number

WHS-CAM-XX-ZZ-DR-L-4253

Drawn by

Checked by

Scale

Date

RS Revision

1

As Shown

LC

09.01.2026