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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