MH

CL 12.96

IL 8.45(x) ESTIMATED 225Ø FWS

IL 11.44(a) 150Ø FWS

IL 8.46(x) ESTIMATED 225Ø FWS

MH CL 12.55

Kenworthy Road

60 62

43

35

Kenworthy Road

Health Centre

Legend

LV cable (electric)

HV cable (electric)

Ducting (electric)

LP gas

BT

Water

Fire hydrant

BT box

BT kiosk

Sub-station

Foul water sewer

Foul water manhole

1. Do not scale from this drawing on print or electronically. Work from figured

dimensions only.

2. No deviation from the details on this drawing is allowed without

CampbellReith's prior permission in writing.

3. Read this drawing with all Architect's, Service Engineer's and CampbellReith's

relevant details, specifications and drawings.

4. All work is to be done in accordance with the relevant specifications issued by

CampbellReith, British Standard Codes of Practice, Statutory Requirements

and the Contract Documents.

5. Drawing status:

P: Preliminary Evolving drawings for approvals, tenders, billings etc.

C: Construction Fully developed drawings issued under instructions

for construction.

6. Only status C drawings to be used for construction.

7. Suitability code:

Work in progress

S0 - Work in progress

Shared (Non-contractual)

S1 - For coordination, S2 - For information, S3 - For internal review and

comment, S4 - For construction approval.

Documentation (For contractors purposes)

D1 - For Costing, D2 - For Tender, D3 - For contractor design, D4 - for

manufacture/procurement.

Construction

A - For construction, B - For construction but with comments (i.e. areas in

abeyance), CR - Construction Record (Final Construction ONLY. Any

deviations to that which is on site is not the liability of CampbellReith)

Drawn by Date made Scale @ A1 Checked by Suitability CR Project

Project No. Originator Type Role Number Rev

Campbell Reith Hill LLP 2018©

020 7340 1700

01737 784 500

0117 916 1066

Manchester

Birmingham

Dubai

London

Surrey

Bristol

0161 819 3060

01675 467 484

00 971 4345 7088

www.campbellreith.com

Client

Job Title

Rev Description Date By

Notes

Lvl/LocVolume

J:\13000-13249\13069 - KENWORTHY ROAD, PROPOSED DROP OFF FACILITY\DWGS\2-INFRASTRUCTURE\1-AUTOCAD\1-WORKING DRAWINGS\13069-CRH-XX-XX-DR-C-4200.DWG

Kenworthy Road

-

Kenworthy Road

Existing Utilities

Layout

GK May 20 1:100 CS S2 13069

13069 CRH XX XX DR C 4200 P1

P1 19/05/20 GKIssued for information

0 2m

4m

6m 8m 10m

Scale 1:100

Kenworthy RoadHealth Centre

Existing school signto be relocated

Proposed locationof relocated sign

Legend:

Limit of S278 works

S278 Works

1. Do not scale from this drawing on print or electronically. Work from figureddimensions only.

2. No deviation from the details on this drawing is allowed withoutCampbellReith's prior permission in writing.

3. Read this drawing with all Architect's, Service Engineer's andCampbellReith's relevant details, specifications and drawings.

4. All work is to be done in accordance with the relevant specifications issuedby CampbellReith, British Standard Codes of Practice, StatutoryRequirements and the Contract Documents.

5. Drawing status:

P: Preliminary Evolving drawings for approvals, tenders, billings etc.

C: Construction Fully developed drawings issued under instructions for construction.

6. Only status C drawings to be used for construction.

7. Suitability code:

Work in progressS0 - Work in progressShared (Non-contractual)S1 - For coordination, S2 - For information, S3 - For internal review andcomment, S4 - For construction approval.Documentation (For contractors purposes)D1 - For Costing, D2 - For Tender, D3 - For contractor design, D4 - formanufacture/procurement.ConstructionA - For construction, B - For construction but with comments (i.e. areas inabeyance), CR - Construction Record (Final Construction ONLY. Anydeviations to that which is on site is not the liability of CampbellReith)

Drawn by Date made Scale @ A3 Checked by Suitability CR Project

Project No. Originator Type Role Number Rev

Campbell Reith Hill LLP 2018©

020 7340 1700

01737 784 500

0117 916 1066

Manchester

Birmingham

Dubai

London

Surrey

Bristol

0161 819 3060

01675 467 484

00 971 4345 7088www.campbellreith.com

Client

Job Title

Rev Description Date By

Notes

Lvl/LocVolume

J:\13000-13249\13069 - KENWORTHY ROAD, PROPOSED DROP OFF FACILITY\DWGS\3-TRANSPORT\1-AUTOCAD\1-WORKING DRAWINGS\13069-CRH-XX-XX-DR-D-6200.DWG

Kenworthy Road

Community Health Partnerships

Kenworthy RoadS278 Agreement Drawing

MW Apr'20 1:100 CS S2 13069

13069 CRH XX XX DR D 6200 P3

P1 19.05.20 MWIssued for information

0 2m 4m 6m 8m 10m

Scale 1:100

P2 30.06.20 GKLegend updated, revised as clouded

P3

P3 20.7.20 GKUpdated to suit TFL's comments, revised asclouded

P3

Kenworthy RoadHealth Centre

Existing school signto be relocated

Proposed locationof relocated sign

New sign to be added onrelocation sign column for TRO

- 'Ambulance Parking Only'

Legend:

New Lay-by (see note 8)

Area Offered for Adopted Footway (see note 8)

Area of carriageway jointing (see note 8)

Area of footway construction (see note 8)

1. Do not scale from this drawing on print or electronically. Work from figureddimensions only.

2. No deviation from the details on this drawing is allowed withoutCampbellReith's prior permission in writing.

3. Read this drawing with all Architect's, Service Engineer's andCampbellReith's relevant details, specifications and drawings.

4. All work is to be done in accordance with the relevant specifications issuedby CampbellReith, British Standard Codes of Practice, StatutoryRequirements and the Contract Documents.

5. Drawing status:

P: Preliminary Evolving drawings for approvals, tenders, billings etc.

C: Construction Fully developed drawings issued under instructions for construction.

6. Only status C drawings to be used for construction.

7. Suitability code:

Work in progressS0 - Work in progressShared (Non-contractual)S1 - For coordination, S2 - For information, S3 - For internal review andcomment, S4 - For construction approval.Documentation (For contractors purposes)D1 - For Costing, D2 - For Tender, D3 - For contractor design, D4 - formanufacture/procurement.ConstructionA - For construction, B - For construction but with comments (i.e. areas inabeyance), CR - Construction Record (Final Construction ONLY. Anydeviations to that which is on site is not the liability of CampbellReith)

Drawn by Date made Scale @ A3 Checked by Suitability CR Project

Project No. Originator Type Role Number Rev

Campbell Reith Hill LLP 2018©

020 7340 1700

01737 784 500

0117 916 1066

Manchester

Birmingham

Dubai

London

Surrey

Bristol

0161 819 3060

01675 467 484

00 971 4345 7088www.campbellreith.com

Client

Job Title

Rev Description Date By

Notes

Lvl/LocVolume

J:\13000-13249\13069 - KENWORTHY ROAD, PROPOSED DROP OFF FACILITY\DWGS\3-TRANSPORT\1-AUTOCAD\1-WORKING DRAWINGS\13069-CRH-XX-XX-DR-D-6201.DWG

Kenworthy Road

Community Health Partnerships

Kenworthy RoadS278 General Arrangement

Plan

MW Apr'20 1:100 CS S2 13069

13069 CRH XX XX DR D 6201 P3

P1 19.05.20 MWIssued for information

0 2m 4m 6m 8m 10m

Scale 1:100

P2 30.06.20 GKDrawing and notes updated, revised as clouded.Issued for information

8. Refer to Campbell Reith drawing 13069-CRH-XX-XX-DR-D-6210 for allS278 construction details.

P3

P3 20.07.20 GKUpdated to suit TFL's comments, revised asclouded.

Kenworthy RoadHealth Centre

DK up to 25mmTKTK

20m0.9m 0.9m

16m

0.9m

TK0.9m

DK upto 6mm

2mTK

0.9m

1.5m

2.4m

Existing school signto be relocated

Proposed locationof relocated sign

9.2mHB1

2.7mHB1

2.3m

HB1

2.4mHB1

Legend:

New Lay-by (see note 8)

Area Offered for Adopted Footway (see note 8)

Area of carriageway jointing (see note 8)

Area of footway construction (see note 8)

TK Transition Kerb

DK Dropped Kerb

HB1 HB1 Kerb

1. Do not scale from this drawing on print or electronically. Work from figureddimensions only.

2. No deviation from the details on this drawing is allowed withoutCampbellReith's prior permission in writing.

3. Read this drawing with all Architect's, Service Engineer's andCampbellReith's relevant details, specifications and drawings.

4. All work is to be done in accordance with the relevant specifications issuedby CampbellReith, British Standard Codes of Practice, StatutoryRequirements and the Contract Documents.

5. Drawing status:

P: Preliminary Evolving drawings for approvals, tenders, billings etc.

C: Construction Fully developed drawings issued under instructions for construction.

6. Only status C drawings to be used for construction.

7. Suitability code:

Work in progressS0 - Work in progressShared (Non-contractual)S1 - For coordination, S2 - For information, S3 - For internal review andcomment, S4 - For construction approval.Documentation (For contractors purposes)D1 - For Costing, D2 - For Tender, D3 - For contractor design, D4 - formanufacture/procurement.ConstructionA - For construction, B - For construction but with comments (i.e. areas inabeyance), CR - Construction Record (Final Construction ONLY. Anydeviations to that which is on site is not the liability of CampbellReith)

Drawn by Date made Scale @ A3 Checked by Suitability CR Project

Project No. Originator Type Role Number Rev

Campbell Reith Hill LLP 2018©

020 7340 1700

01737 784 500

0117 916 1066

Manchester

Birmingham

Dubai

London

Surrey

Bristol

0161 819 3060

01675 467 484

00 971 4345 7088www.campbellreith.com

Client

Job Title

Rev Description Date By

Notes

Lvl/LocVolume

J:\13000-13249\13069 - KENWORTHY ROAD, PROPOSED DROP OFF FACILITY\DWGS\3-TRANSPORT\1-AUTOCAD\1-WORKING DRAWINGS\13069-CRH-XX-XX-DR-D-6202.DWG

Kenworthy Road

Community Health Partnerships

Kenworthy RoadS278 External Works, Kerbs

& Pavement Areas

MW Apr'20 1:100 CS S2 13069

13069 CRH XX XX DR D 6202 P3

P1 19.05.20 MWIssued for information

0 2m 4m 6m 8m 10m

Scale 1:100

P2 30.06.20 GKDrawing and notes updated, revised as clouded.Issued for information

8. Refer to Campbell Reith drawing 13069-CRH-XX-XX-DR-D-6210 for allS278 construction details.

P3

P3 20.07.20 GKUpdated to suit TFL's comments, revised asclouded.

Kenworthy RoadHealth Centre

3.65

m3.

65m

2.36

m

Legend:

New Lay-by (see note 8)

Area Offered for Adopted Footway (see note 8)

Area of carriageway jointing (see note 8)

Area of footway construction (see note 8)

5.461

0.961 3.2

AmbulanceOverall Length 5.461mOverall Width 2.020mOverall Body Height 2.498mMin Body Ground Clearance 0.225mTrack Width 1.860mLock to lock time 4.00sKerb to Kerb Turning Radius 6.500m

1. Do not scale from this drawing on print or electronically. Work from figureddimensions only.

2. No deviation from the details on this drawing is allowed withoutCampbellReith's prior permission in writing.

3. Read this drawing with all Architect's, Service Engineer's andCampbellReith's relevant details, specifications and drawings.

4. All work is to be done in accordance with the relevant specifications issuedby CampbellReith, British Standard Codes of Practice, StatutoryRequirements and the Contract Documents.

5. Drawing status:

P: Preliminary Evolving drawings for approvals, tenders, billings etc.

C: Construction Fully developed drawings issued under instructions for construction.

6. Only status C drawings to be used for construction.

7. Suitability code:

Work in progressS0 - Work in progressShared (Non-contractual)S1 - For coordination, S2 - For information, S3 - For internal review andcomment, S4 - For construction approval.Documentation (For contractors purposes)D1 - For Costing, D2 - For Tender, D3 - For contractor design, D4 - formanufacture/procurement.ConstructionA - For construction, B - For construction but with comments (i.e. areas inabeyance), CR - Construction Record (Final Construction ONLY. Anydeviations to that which is on site is not the liability of CampbellReith)

Drawn by Date made Scale @ A3 Checked by Suitability CR Project

Project No. Originator Type Role Number Rev

Campbell Reith Hill LLP 2018©

020 7340 1700

01737 784 500

0117 916 1066

Manchester

Birmingham

Dubai

London

Surrey

Bristol

0161 819 3060

01675 467 484

00 971 4345 7088www.campbellreith.com

Client

Job Title

Rev Description Date By

Notes

Lvl/LocVolume

J:\13000-13249\13069 - KENWORTHY ROAD, PROPOSED DROP OFF FACILITY\DWGS\3-TRANSPORT\1-AUTOCAD\1-WORKING DRAWINGS\13069-CRH-XX-XX-DR-D-6203.DWG

Kenworthy Road

Community Health Partnerships

Kenworthy RoadS278 Vehicle Track

GK July '20 1:100 CS S2 13069

13069 CRH XX XX DR D 6203 P1

P1 21.07.20 GKIssued for information

0 2m 4m 6m 8m 10m

Scale 1:100

8. Refer to Campbell Reith drawing 13069-CRH-XX-XX-DR-D-6210 for allS278 construction details.

Proposed carriageway construction

Jointing detail between proposed and existing carriagewayconstructions for re-surfacing of existing pavement

Existing carriageway construction

Existing carriageway to be neatlycut back to sound material as shown

All vertical faces to be free fromloose material and coated with a hotbituminous binder to CL. 706.7 SHW.

All existing surfaces to be clean andfree from standing water and coatedwith a bituminous spray tack coat toCL. 903.4 and 920 SHW.

300300300

Transition kerbs DL1 and DR1HB2 to BN

255mm to 150mm

Left Hand Transition DL Right Hand Transition DR

255

150

12515

0125

255

Subgrade CBR value Option 1sub-base + capping layer

<2% 150mm sub-base over 600mm capping

150mm sub-base over 450mm capping2%

150mm sub-base over 400mm capping2.5%

150mm sub-base over 350mm capping3%

150mm sub-base over 330mm capping3.5%

150mm sub-base over 300mm capping4%

150mm sub-base over 250mm capping5%

150mm sub-base over 210mm capping8%

150mm sub-base over 190mm capping10%

150mm sub-base over 150mm capping15%

Not applicable. Capping must be used

Not applicable. Capping must be used

350mm sub-base

300mm sub-base

280mm sub-base

260mm sub-base

220mm sub-base

190mm sub-base

170mm sub-base

150mm sub-base

Option 2sub-base only (with geogrid)

Table 1 - CBR sub base thickness

300300 300

Interface between new and existing footway

Footway Tie-in

Typical half battered (HB1) kerb

75200

75

400

Access road pavement construction

Precast concrete 305 x 150 x 914mm halfbattered Kerb Type HB1 (to BS EN 1340)

25mm mortar bed designation

Footpath construction or verge

Adjacent surfacing/soft verge

Concrete surround &haunch, GEN3

200

125mmreveal

Vehicular crossover dropped (BN2) kerb

400

200

200

50

75Depth of block or50mm with DBM

5mmReveal

25mm mortar bed designation

Carriageway pavement constructionConcrete surround &

haunch, GEN3

Vehicular crossover or footwaypavement construction

Reveal: 0-6mm for pedestrian crossingsand 25mm for vehicular crossing

Full footway construction

Construction Materials / Thicknesses

· 25mm Dense bitumen macadam surface to BS EN 13108-01 & BS 594987 ref. HRA 35/14 surf 40/60.

· 50mm Dense bitumen macadam binder to BS EN 13108-01 & BS 594987 ref. AC 20 dense BIN 100/150.

· 150mm Sub base Type 1 granular material sub-base to SHW clause 801, 802 and 803.

· TriAX TX-150 geogrid by Tensar or equivalent approved. To be installed in accordance with manufacturersinstructions and specifications.

Construction Materials / Thicknesses

· 40mm nominal thickness of hot rolled asphalt (HRA) concrete surface course HRA 30/14 F, binder grade 40/60

to be in accordance with cl. 911 SHW and BS EN 13108-4 with 14/20mm nominal size pre-coated chippings (Min

PSV 65 and Max AAV 12). To be in accordance with cl. 905 SHW and BS EN 13108-4.

· 60mm nominal thickness asphalt concrete binder course AC20, binder grade 100/150. To be in accordance with

cl. 906 SHW and BS EN 13108-1.

· 150mm nominal thickness asphalt concrete base AC32, binder grade 100/150. To be in accordance with cl.906

SHW and BS EN 13108-1.

· 250mm Type 1 granular sub-base material. To be in accordance with cl. 803 SHW and prepared and installed to

cl. 802 SHW.

· TriAX TX-160 geogrid by Tensar or equivalent approved. To be installed in accordance with manufacturers

instructions and specifications.

Macadam Construction(Vehicular Access Road)

Self binding aggregate footpath

Construction materials / thicknesses

· Self binding gravel. 150mm Type 1 granular sub-base material (to cl. 803 SHW and

prepared and installed to cl. 802 SHW)

· 260mm Type 6F2 capping layer material (table 6/1 of SHW)

· TriAX TX-160 geogrid by Tensar or equivalent approved (installed in accordance with

manufacturers instructions and specifications)

New sub base

New base

New Binder

New surface course

Existing sub base

Existing base

Existing Binder

Existing surface course

1:40

Layby construction

Existing footpath

Proposed layby construction

1. Do not scale from this drawing on print or electronically. Work from figureddimensions only.

2. No deviation from the details on this drawing is allowed withoutCampbellReith's prior permission in writing.

3. Read this drawing with all Architect's, Service Engineer's and CampbellReith'srelevant details, specifications and drawings.

4. All work is to be done in accordance with the relevant specifications issued byCampbellReith, British Standard Codes of Practice, Statutory Requirementsand the Contract Documents.

5. Drawing status:

P: Preliminary Evolving drawings for approvals, tenders, billings etc.

C: Construction Fully developed drawings issued under instructions for construction.

6. Only status C drawings to be used for construction.

7. Suitability code:

Work in progressS0 - Work in progressShared (Non-contractual)S1 - For coordination, S2 - For information, S3 - For internal review andcomment, S4 - For construction approval.Documentation (For contractors purposes)D1 - For Costing, D2 - For Tender, D3 - For contractor design, D4 - formanufacture/procurement.ConstructionA - For construction, B - For construction but with comments (i.e. areas inabeyance), CR - Construction Record (Final Construction ONLY. Anydeviations to that which is on site is not the liability of CampbellReith)

Drawn by Date made Scale @ A1 Checked by Suitability CR Project

Project No. Originator Type Role Number Rev

Campbell Reith Hill LLP 2018©

020 7340 1700

01737 784 500

0117 916 1066

Manchester

Birmingham

Dubai

London

Surrey

Bristol

0161 819 3060

01675 467 484

00 971 4345 7088www.campbellreith.com

Client

Job Title

Rev Description Date By

Notes

Lvl/LocVolume

J:\13000-13249\13069 - KENWORTHY ROAD, PROPOSED DROP OFF FACILITY\DWGS\3-TRANSPORT\1-AUTOCAD\1-WORKING DRAWINGS\13069-CRH-XX-XX-DR-D-6210.DWG

Kenworthy Road

Community Health Partnerships

Kenworthy RoadS278

Construction Details

GK June '20 NTS CS S2 13069

13069 CRH XX XX DR D 6210 P1

P1 24.06.20 GKIssued for approval