Norfolk Boreas Offshore Wind Farm Outline Traffic ...... · Dock, Jetty or quay Quay Length Depth...
Transcript of Norfolk Boreas Offshore Wind Farm Outline Traffic ...... · Dock, Jetty or quay Quay Length Depth...
Norfolk Boreas Offshore Wind Farm
Outline Traffic Management Plan Appendices Part 1 of 2 (Version 6)
DCO Document 8.8
Applicant: Norfolk Boreas Limited Document Reference: 8.8 Deadline 14Date: August 2020 Revision: Version 6Author: Royal HaskoningDHV
Photo: Ormonde Offshore Wind Farm
Norfolk Boreas Offshore Wind Farm 8.8 Outline Traffic Management Plan May 2020 Page 8
8 APPENDIX 1 SCENARIO 1 HGV DISTRIBUTION
Link ID Link description Norfolk Boreas Scenario 1 Construction Vehicle Movements
All Vehicles HGVs
1a A47 124 100
1b A47 172 100
2 A47 181 70
3 A47 121 70
4 A47 81 70
5 A47 290 281
6 A47 284 281
7 A47 83 70
8 A146 77 70
9 A47 326 323
10 A47 324 323
11 A1065 10 0
12 A1065 5 0
13a A148 336 323
13b A148 215 206
14 A148 150 138
15 B1145 – Litcham 3 0
16 B1110/B1146 - Holt Road 91 64
17 B1145 - Billingford Road 73 64
18 A1067 136 117
19 A148 335 323
20 Mill Common Road 0 0
21 B1147 - Etling Green 38 29
22 B1147 - Dereham Road 58 29
23 Northgate - from junction with B1146 104 64
24 A1067 211 167
25 Elsing Lane 50 30
26 A1074 31 0
27 A140 29 0
28 A140 29 0
29 A1067 164 117
30 A1067 147 117
31 A1067 21 0
Link ID Link description Norfolk Boreas Scenario 1 Construction Vehicle Movements
All Vehicles HGVs
32 B1149 – Norwich road 103 92
33 B1149 - Holt Road 152 99
34 B1145 - west of Cawston 130 61
35a B1159 - Coast Road 118 95
35b B1159 - Coast Road 118 95
36 B1149 - Holt Road 22 **0
37 B1145 - Cawston road 113 ***92
38 A140 - Cromer Road 66 0
39 A140 – Hevingham 220 ***138
40a A140 – Roughton 93 92
40b A140 – Roughton 287 197
41 B1436 – Felbrigg 145 138
42 B1145 - Reepham Road 80 40
43 Cromer Road - Ingworth 10 0
44a A149 104 92
44b A149 127 92
45 A149 76 66
46 B1145 - Lyngate Road 110 67
47a Bacton Road – North Walsham 24 0
47b North Walsham Road - Edingthorpe Green 54 30
47c North Walsham Road – Broomholm 37 30
48 B1159 - Bacton Road 0 0
49 B1159 33 30
50 A1151 14 0
51 A1151 15 0
52 A149 - Wayford Road 89 66
53 A149 281 281
54 A149 93 92
55 A149 93 92
56 A149 97 92
57 A149 97 92
58 NNDR - Link a 237 231
59 NNDR - Link b 231 231
Link ID Link description Norfolk Boreas Scenario 1 Construction Vehicle Movements
All Vehicles HGVs 60 NNDR - Link c 117 117
61 B1436 - Roughton Road 20 0
62 A1042 35 0
63 A1151 5 0
64 A12 72 70
65 A47 323 323
66 Wendling – Dereham Road 109 69
67 North Walsham Road / Happisburgh Road 104 64
68 The Street / Heydon Road 105 65
69 Little London Road 81 *61
70 Plantation Road 50 30
71 Vicarage Road / Whimpwell Street 51 31
72 Dereham Road / Longham Road – Dillington 54 34
73 Hoe Road South 49 29
74 Mill Street, Elsing Road – Swanton Morley 50 30
75 B1354 – Blickling 110 70
76 High Noon Road / Church Road 51 31
77 Hall Lane – North Walsham 50 30
78 Bylaugh 50 30
79 B1145 / Suffield Road 75 31
A Dale Road 54 34
B Bradenham Lane 109 69
C Norwich Road 49 29
D Lime Kiln Road (west) 54 34
E Mill Lane 54 34
F Heydon Road 49 29
G B1145 - Cawston road 52 32
H Wood Dalling Road 52 32
I Southgate (Road to Southgate from B1149) 49 29
J Banningham Road 54 34
K Greens Road, B1145, Felmingham Road, Brick Kiln Lane
69 37
L Paston Road 50 30
Link ID Link description Norfolk Boreas Scenario 1 Construction Vehicle Movements
All Vehicles HGVs M North Walsham Road / Happisburgh Road 53 33
N Bacton Road 53 33
O Edingthorpe Road 53 33
P Edingthorpe 53 33
Q Hole House Road 53 33
R North Walsham Road, Grub Street 51 31
S Walcott Green 51 31
T Unnamed Road 54 34
U Swanton Road 49 29
V Lime Kiln Road 54 34
* Proposed mitigation flows identified in the ES
** Proposed mitigation flows identified in the Norfolk Vanguard OTMP as of Examination Deadline 8 (30th May 2019)
*** Proposed additional flows bypassing Link 36 (Horsford) due to alternative route identified using Link 37 and Link 39.
Norfolk Boreas Offshore Wind Farm 8.8 Outline Traffic Management Plan May 2020 Page 9
9 APPENDIX 2 SCENARIO 2 HGV DISTRIBUTION
Link ID Link description Norfolk Boreas Scenario 2
Construction Vehicle Movements
All Vehicles HGVs
1a A47 551 415
1b A47 785 415
2 A47 691 291
3 A47 525 291
4 A47 369 291
5 A47 641 580
6 A47 604 580
7 A47 358 291
8 A146 322 291
9 A47 648 637
10 A47 640 637
11 A1065 72 0
12 A1065 38 0
13a A148 683 595
13b A148 434 *379
14 A148 444 369
15 B1145 – Litcham 15 0
16 B1110/B1146 - Holt Road 352 224
17 B1145 - Billingford Road 320 224
18 A1067 388 313
19 A148 678 637
20 Mill Common Road 0 0
21 B1147 - Etling Green 288 224
22 B1147 - Dereham Road 312 224
23 Northgate - from junction with B1146 4 0
24 A1067 578 407
25 Elsing Lane 92 72
26 A1074 118 0
27 A140 128 0
28 A140 152 0
29 A1067 451 313
30 A1067 457 313
31 A1067 127 0
Link ID Link description Norfolk Boreas Scenario 2
Construction Vehicle Movements
All Vehicles HGVs
32 B1149 – Norwich road 257 ***184
33 B1149 - Holt Road 385 212
34 B1145 - west of Cawston 276 ***112
35a B1159 - Coast Road 390 294
35b B1159 - Coast Road 326 263
36 B1149 - Holt Road 136 ***0
37 B1145 - Cawston road 366 ****264
38 A140 - Cromer Road 292 0
39 A140 – Hevingham 601 ****313
40a A140 – Roughton 300 289
40b A140 – Roughton 428 184
41 B1436 – Felbrigg 354 *287
42 B1145 - Reepham Road 198 **72
43 Cromer Road - Ingworth 26 0
44a A149 391 289
44b A149 420 262
45 A149 320 206
46 B1145 - Lyngate Road 465 224
47a Bacton Road – North Walsham 145 0
47b North Walsham Road - Edingthorpe Green 203 72
47c North Walsham Road – Broomholm 91 **72
48 B1159 - Bacton Road 0 0
49 B1159 91 **72
50 A1151 158 0
51 A1151 88 0
52 A149 - Wayford Road 297 206
53 A149 634 630
54 A149 251 248
55 A149 251 248
56 A149 270 248
57 A149 271 248
58 NNDR - Link a 487 453
59 NNDR - Link b 472 453
Link ID Link description Norfolk Boreas Scenario 2
Construction Vehicle Movements
All Vehicles HGVs
60 NNDR - Link c 400 313
61 B1436 - Roughton Road 76 0
62 A1042 164 0
63 A1151 67 0
64 A12 299 291
65 A47 639 637
66 Wendling – Dereham Road 192 152
67 North Walsham Road / Happisburgh Road 159 80
68 The Street / Heydon Road 160 ^80
69 Little London Road 260 **48
70 Plantation Road 284 184
71 Vicarage Road / Whimpwell Street 64 30
72 Dereham Road / Longham Road – Dillington 184 136
73 Hoe Road South 158 96
74 Mill Street, Elsing Road – Swanton Morley 103 72
75 B1354 – Blickling 92 72
76 High Noon Road / Church Road 92 72
77 Hall Lane – North Walsham 92 **72
78 Bylaugh 92 72
79 B1145 / Suffield Road 92 72
* Refined Primary Peak flows identified in the ES
** Proposed mitigation flows identified in the ES
*** Proposed mitigation flows identified in the Norfolk Vanguard OTMP as of Examination Deadline 8 (30th May 2019)
**** Proposed additional flows bypassing Link 36 (Horsford) due to alternative route identified using Link 37 and Link 39.
^ Includes up to 10 movements to the Cable Logistics Area during cable pulling works
Norfolk Boreas Offshore Wind Farm 8.8 Outline Traffic Management Plan May 2020 Page 10
10 APPENDIX 3 ROUTE ACCESS STUDY
Route Access Report – 314597
Route Access Survey – Revision 2314597
Norfolk VanguardOff A47 near Necton, Norfolk
Royal HaskoningDHV
Report Produced: March 2018
Route Access Report – 314597
Contents
REPORT DETAILS............................................................................................................................. 3
NON-DISCLOSURE NOTICE............................................................................................................. 3
THIRD PARTY DISCLAIMER ............................................................................................................. 3
COMPANY PROFILE ......................................................................................................................... 4
1 EXECUTIVE SUMMARY .......................................................................................................... 5
2. INTRODUCTION...................................................................................................................... 6
3. COMPONENTS........................................................................................................................ 7
4. ABNORMAL INDIVISIBLE LOAD PROFILES............................................................................ 7
5. REQUIREMENTS FOR THE MOVEMENT OF ABNORMAL INDIVISIBLE LOADS.................... 8
6. PORT INFORMATION............................................................................................................ 10
7. RESPONSES FROM STATUTORY CONSULTEES (STRUCTURES SUITABILITY)............... 11
8. ROUTE ASSESSMENT.......................................................................................................... 12
9. RECOMMENDATIONS........................................................................................................... 37
10. IMPORTANT NOTES ............................................................................................................. 38
11. LIST OF DRAWING NUMBERS.............................................................................................. 39
APPENDIX 1 - ELEVATION DRAWINGS OF SWEPT PATH MODELSAPPENDIX 2 – SWEPT PATH ANALYSISAPPENDIX 3 - COUNCIL CORRESPONDENCE AND COMMENTS
Route Access Report – 314597
Report Details
Report forRyan EldonRoyal HaskoningDHVRightwell HouseBrettonPeterboroughPE3 8DW
Attendees of SurveySteven Mangham
Issued bySteven Mangham
Approved bySteven Mangham
Collett & Sons LtdVictoria TerminalAlbert RoadHalifaxWest YorkshireHX2 0DFTel: +44 (0) 8456 255288Fax: +44 (0) 8456 255244
Document RevisionsNo Date Details1 25/04/2018 Route B removed from report2 25/04/2018 Updated to Client Comments
Non-Disclosure Notice
The methodology contained in this report is provided to you in confidence and must not be disclosed or copied to third parties without the prior written agreement of Collett & Sons Limited. Disclosure of that information may constitute an actionable breach of confidence or may otherwise prejudice our commercial interests. Any third party who obtains access to this report by any means will, in any event, be subject to the Third Party Disclaimer set out below.
Third Party Disclaimer
Any disclosure of this report to a third party is subject to this disclaimer. The report was prepared by Collett & Sons Limited at the instruction of, and for use by, our client named on the front of the report. It does not in any way constitute advice to any third party who is able to access it by any means. Collett & Sons Limited excludes to the fullest extent lawfully permitted all liability whatsoever for any loss or damage howsoever arising from reliance on the contents of this report. We do not however exclude our liability (if any) for personal injury or death resulting from our negligence, for fraud or any other matter in relation to which we cannot legally exclude liability.
Route Access Report – 314597
Company Profile
Collett & Sons Ltd established in Halifax over 45 years ago specialise in the multimodal logisticsthroughout the UK, Europe and Worldwide.
Our Company owns a modern fleet of over 60 vehicles and over 100 trailers, operating from 3 depots located in Halifax, Goole and Grangemouth.
The depots situated in Google and Grangemouth offer strategically located sites suitable to provide central hubs for the distribution of abnormal load components throughout the UK. Each facility is complete with up to 110 tonnes lifting capacity in order to be able to handle different abnormal load types. As logistical partners to the Wind Energy Industry, the company is able to offer the complete transport solution from point of manufacture through to job site.
Collett & Sons Limited operate an in-house consultancy that deals with transport feasibility, route and site access surveys, Swept Path Analysis, Traffic Management Plans, Test Drives and Environment Statements.
In addition to consulting services, Collett & Sons Limited delivers the following services;
MarinePort OperationHeavy Lift StorageHeavy TransportProject ManagementFreight ForwardingHeavy LiftGeneral HaulageWarehousingTest Station (DVSA-authorised)SHEQ Training
Collett & Sons LtdVictoria TerminalAlbert RoadHalifaxWest YorkshireHX2 0DF
+44 (0) 8456 [email protected]
Route Access Report – 314597
1 Executive Summary
1.1. One route has been assessed for the transportation of a 200Te Transformer from the Kings Lynn Port to proposed Norfolk Vanguard Site. The Route has been detailed along the A47 to site.
1.2. The start location within the Port of Kings Lynn has been chosen due to previous information regarding the heavy load quay within the dock.
Third party land
1.3. No third party land has been identified by the assessment.
Road widening
1.4. No road widening has been identified by the assessment.
Modifications to street furniture
1.5. Street furniture removal will be required at a number of locations along the route and have been detailed where required.
Manual Steering
1.6. Due to the vehicle configuration, manual steering will be utilised at numerous locations along the routes including roundabouts.
Vertical Alignment
1.7. There is an overhead bridge along Route A on the A47. Clarification of the bridge clearance height has been sought from the relevant authorities and the response has indicated a clearance of 5.18m critical. Additional clearance checks to be undertaken prior to any movements.
Structural Assessment
1.8. The relevant authorities who own or manage the structures on the route have been consulted regarding any potential issues along the proposed route. No negative responses have been received at time of issue although Kier Group, who manages the A47, would not comment without a formal BE16 being applied for.
Other areas of note
1.9. There are numerous overhead cables along both routes. Once the final loaded configuration and dimensions are finalised, the utilities services should be contacted regarding their cable heights. It may be that some cables will have to be removed or a specialist team join the delivery convoy to raise the cables, where required.
1.10. Tree pruning will be required along the route to ensure a suitable clearance is available for the load.
Route Access Report – 314597
2. Introduction
2.1 Collett & Sons Ltd. were commissioned by Royal Haskoning DHV (RHDHV) to undertake an abnormal loads route access study to assess the transportation of a 200Te Transformer to the Norfolk Vanguard Site, off A47 near Necton, Norfolk (the site).
2.2 The site is located off the A47 near Necton, Norfolk. The purpose of this report is to detailaccess to the entrance of Norfolk Vanguard site from Kings Lynn Harbour.
Methodology
2.3 An initial desk based study was undertaken to identify possible loading configurations for the component (details confirmed by RHDHV).
2.4 The route surveyed in this report has been identified by Collett.
2.5 A site visit was then carried out to determine the feasibility of the identified routes and pinch points.
2.6 Following the site visit, Swept Path Analysis (SPA) was then carried out at the identified pinch points. The SPA’s are detailed in this report, and indicate any areas of road widening or land take that are required.
2.7 All drawings are produced using Ordnance Survey ‘OS MasterMap’ mapping data, unless stated otherwise. Street furniture is not included on OS MasterMap data; this is plotted by taking measurements on site with a tape. Actual road widths are also checked and adjusted on the map data accordingly. Where adjustments to the OS MasterMap data have been made this is indicated as ‘adjusted’ on the drawing.
2.8 The analysis is based on the most onerous components when loaded on delivery vehicles.
2.9 The trailers used to transport the component modular. Manual Steering indicates that the steering of the axles is controlled by an operative using an override devise. Manual Steering can be used to achieve alternative swept areas where appropriate.
2.10 Upon selection of the route, the relevant authorities were contacted with regard to the structural suitability of the delivery route for the heaviest loaded vehicle.
2.11 Details pertaining to the highway boundary have not been obtained from the County Council,thus in order to determine the impact on third party land it has been assumed that fence lines, walls and hedgerows define this boundary.
2.12 In addition, the report is supplemented by photographic evidence, map referencing and CAD drawings of the ‘pinch points’ for the proposed routes.
Route Access Report – 314597
3. Components
3.1. RHDHV have requested that the assessment on which this report is compiled be based on the delivery of a 200Te Transformer.
3.2. The transformer specification was supplied by RHDHV.
4. Abnormal Indivisible Load Profiles
4.1. The abnormal loads are assessed based on weight, length, width and height and loaded to the most appropriate vehicle, the weights and dimensions of these are detailed below. The loading diagrams are detailed in APPENDIX 1.
4.2. 314597-A200te Transformer
Loaded vehicle dimensionsOverall vehicle Length 66.06mRigid Length 27.04m Width 4.929mHeight 5.10G.V.W excluding tractor units 332.86Te
Route Access Report – 314597
5. Requirements for the movement of Abnormal Indivisible Loads
5.1. An abnormal load is defined as below (including the actions required for permitting and notice).
Weight
5.2. Gross weight or axle weights exceeding C & U or Authorised Weight limits up to 80,000kgs (78.74 tons).
5.3. Action required: 2 clear days’ notice with indemnity to Highway and Bridge Authorities.
5.4. Gross weight (of vehicle carrying the load) exceeding 80,000kgs (78.74tons) up to 150,000kgs(147.63tons).
5.5. Action required: 2 clear days’ notice to Police and 5 clear days’ notice with indemnity to Highway and Bridge Authorities.
5.6. Gross weight (of vehicle carrying the load) exceeding 150,000kgs (147.63tons).
5.7. Action required: HA Special Order (form BE16), up to 8 weeks approval time, plus 5 clear days’ notice to Police and 5 clear days’ notice with indemnity to Highway and Bridge Authorities.
Width
5.8. Width exceeding 2.9 metres (for C & U loads) 3.0 metres (9' 10") up to 5.0 metres (16' 5") for other loads
5.9. Action required: 2 clear days’ notice to the Police.
5.10. Width exceeding 5.0 metres (16' 5") up to 6.1metres (20')
5.11. Action required: HA form VR1 plus 2 clear days’ notice to Police.
5.12. Width exceeding 6.1 metres (20')
5.13. Action required: HA Special Order (form BE16), up to 8 weeks approval time, plus 5 clear days’ notice to Police and 5 clear days’ notice with indemnity to Highway and Bridge Authorities.
Length
5.14. When exceeding 18.65 metres (61' 2") up to 30 metres (98’ 5") rigid length - (Vehicle or train of vehicles)
5.15. Action required: 2 clear days’ notice to the Police.
5.16. Vehicle combination exceeding 25.9 metres (85').
5.17. Action required: 2 clear days’ notice to the Police.
5.18. When exceeding 30.0 metres (98’ 5”) rigid length.
5.19. Action required: HA Special Order (form BE 16), up to 8 weeks approval time, plus 5 clear days’ notice to Police and 5 clear days’ notice with indemnity to Highway and Bridge Authorities.
Bridge Height
5.20. Any low bridges along the route that have a clearance less than 5.0m will be signed as a low bridge. This threshold could create difficulties in the passage of over-height or near over-height vehicles.
Route Access Report – 314597
Abnormal Load Requirements
5.21. For the specified abnormal load, the following actions will be required for the delivery vehicle.
5.22. 314597-A Action Required
200te Transformer
HA Special Order (form BE16), up to 8 weeks approval time, plus 5 clear days notice to Police and 5 clear days notice with indemnity to Highways and Bridge Authorities.
Route Access Report – 314597
6. Port Information
Kings Lynn
6.1. The Port of King's Lynn is located on the Wash on the UK's east coast. Trunk roads connect the port to Cambridge, where the M11 leads down to the M25 and east to Leicester and the M1.
Table of normal acceptance dimensions of vesselsNormal acceptance dimensions of vessels
Dock, Jetty or quay
Quay Length
Depth of water
Length Beam Draught Approx. dwt
Alexandra Dock 350m 5.3m 119m 13.85m 5.5m 4,000Bentinck Dock 800m 5.3m 119m 13.85 5.5m 4,000Riverside Quay 220m Tidal 140m 20.0m 6.0m 5,500
Alexandra Dock
Port of Kings Lynn
Route Access Report – 314597
7. Responses from Statutory Consultees (Structures Suitability)
7.1. The loading information for this transformer configuration has been sent to the relevant authorities to ascertain if there are any issues with weights and structures within the areas of the Authorities jurisdiction – Details of the authorities can be found below.
7.2. For the purposes of the responses below, the routes referred to are as follows
Route: Exit Kings Lynn Harbour onto Edward Benefer Way, Continue on Edward Benerfer Way to merge onto Grimston Road A148. Continue on A148 to roundabout junction with A149 Queen Elizabeth Way, At roundabout turn right onto A149 Queen Elizabeth Way, Continue on A149 through 2 roundabouts to roundabout junction with A47, At roundabout turn left onto A47, At roundabout turn left onto A47, At roundabout, continue on A47, At roundabout continue on A47,
Continue on A47 to proposed site entrance on the right hand side at approx. OS Grid refs: TF89245 11382.
7.3. The following summarises the correspondence between the relevant authorities. The detailed responses can be viewed in APPENDIX 3.
County Council Highways
Issues? Contact Name
Email Address Phone Number
Norfolk Council
No Mark North [email protected] 01603 223804
Area 6 No Comment
John Hughes [email protected] 01223 255255
Network Rail No Katie Nicholson
[email protected] 01908 783 140
Historic Railways Estate
No Tania Howell [email protected] 0118 946 8911
Canal and river trust
Not responded
N/A [email protected] 0113 2005759
Summary of Structural Issues
7.4. At the time of issue, Canal and River Trust have yet to respond and Area 6 could not comment without a formal BE16 application. Responses from the other authorities in the table above have not highlighted any structural issues.
Route Access Report – 314597
8. Route Assessment
8.1. This section of the report illustrates in detail the pinch points and routes for the delivery of all abnormal load components from Kings Lynn Harbour to Norfolk Vanguard.
8.2. Route
Start Location Kings Lynn Harbour Distance of Route Km MilesVia: A149/A47 34.1 21.2 Exit Kings Lynn Harbour onto Edward Benefer Way, Continue on Edward Benerfer Way to merge onto Grimston Road A148. Continue on A148 to roundabout junction with A149 Queen Elizabeth Way, At roundabout turn right onto A149 Queen Elizabeth Way, Continue on A149 through 2 roundabouts to roundabout junction with A47, At roundabout turn left onto A47, At roundabout, turn left onto A47, At roundabout, continue on A47, At roundabout, continue on A47, Continue on A47 to site entrance on the right hand side at approx. OS Grid ref: TF 89275
11404.
8.3.Map Overview
Norfolk Vanguard
Route Access Report – 3145978.4. Map Extract
8.4.1
8.4.2
8.4.3
8.4.4
8.4.6
8.4.5
Route Access Report – 314597
KEY – Colour coding of modification requirementsIndicates major modifications are required i.e. Road widening, street furniture etc.
Indicates manoeuvre orminor modifications i.e. contraflow manoeuvre.
No modifications required.
8.4.1.1. – Aerial View of Location 8.4.1.2. – View prior to junction
8.4.1.3. – View at crossing 8.4.1.4. – View after crossing
Description: From the Heavy Lift Quay turn left within the dock to avoid the bridges.
Distance from previous Pinch Point N/A Distance to following Pinch Point 0.25kmModification required Reason for Modification Additional Information:
Manual steering required To assist navigation Loaded vehicle will navigate this location without any issues.
Item No: Title OS Grid Ref: TF 61628 20743
8.4.1 Exit form he Quay
Customer RHDHVProject Norfolk Vanguard
Drawing Nos N/A
Route Access Report – 314597
8.4.2.1. – Aerial View of Location 8.4.2.2. – View prior to bend
8.4.2.3. – View at crossing 8.4.2.4. – Reverse view of bend
Description: Continue through the port to 90� right hand bend.
Distance from previous Pinch Point 0.25km Distance to following Pinch Point 0.05kmModification required Reason for Modification Additional Information:
Street furniture/Manual steering To provide clear envelope Street furniture to be cleared on inside of
bend to allow navigation.
Item No: Title OS Grid Ref: TF 61756 21132
8.4.2 90� Right hand bend within the
port
Customer RHDHVProject Norfolk Vanguard
Drawing Nos N/A
Area to be cleared
Route Access Report – 314597
8.4.3.1. – Aerial View of Location 8.4.3.2. – View prior to bend
8.4.3.3. – View after bend
Description: Continue through the port to 90 right hand bend.
Distance from previous Pinch Point 0.5km Distance to following Pinch Point 0.25kmModification required Reason for Modification Additional Information:
Street furniture/Manual steering To provide clear envelope Area around bend required to be
cleared.
Item No: Title OS Grid Ref: TF 61962 21018
8.4.3 Right hand bend within the port
Customer RHDHVProject Norfolk Vanguard
Drawing Nos N/A
Whole area to be cleared
Route Access Report – 314597
8.4.4.1. – Aerial View of Location 8.4.4.2. – Port Exit
8.4.4.3. – Reverse back past Gatehouse 8.4.4.4. – Left turn onto Edward Benefer Way
Description: Continue to port exit to junction with Edwards Benefer Way.At junction preform a 3 point turning manoeuvre to travel north on Edwards Benefer Way.
Distance from previous Pinch Point 0.25km Distance to following Pinch Point 0.35kmModification required Reason for Modification Additional Information:
Reverse manoeuvre and manual steering required To exit the port
Loaded vehicle to turn left out of exit gate, reverse back past gate house and then turn left onto Edwards Benefer Way.
Item No: Title OS Grid Ref: TF 61842 20712
8.4.4 Port exit Customer RHDHV
Project Norfolk VanguardDrawing Nos 314597-100A1.1
Splitter Island to be removed
Route Access Report – 314597
8.4.5.1. – Aerial View of Location 8.4.5.2. – View of splitter island
8.4.5.3. – View on junction 8.4.5.4. – View on junction
Description: Continue on Edwards Benefer Way through junction with St Nicholas Retailer Park.At junction continue on Edwards Benefer Way
Distance from previous Pinch Point 0.35km Distance to following Pinch Point 0.30kmModification required Reason for Modification Additional Information:
No modifications required No issues at this location Loaded vehicle will navigate past these splitter islands without any issues.
Item No: Title OS Grid Ref: TF 62008 21014
8.4.5 Edwards Benefer Way junction with
Retail Park
Customer RHDHVProject Norfolk Vanguard
Drawing Nos N/A
Route Access Report – 314597
8.4.6.1. – Aerial View of Location 8.4.6.2. – View on left hand bend
8.4.6.3. – View on junction 8.4.6.4. – View on junction
Description: Continue on Edwards Benefer Way through junction with Estuary Road.At junction continue on Edwards Benefer Way.
Distance from previous Pinch Point 0.30km Distance to following Pinch Point 1.50kmModification required Reason for Modification Additional Information:
Modifications to street furniture required To provide clear envelope All street furniture on splitter islands to
be removed.
Item No: Title OS Grid Ref: TF 62054 21308
8.4.5 Edwards Benefer Way junction with
Estuary Road
Customer RHDHVProject Norfolk Vanguard
Drawing Nos N/A
Islands to be removed Island to be removed
Route Access Report – 314597
8.5. Map Extract
8.5.1
8.5.2
8.5.3 8.5.4
Route Access Report – 314597
8.5.1.1. – Aerial View of Location 8.5.1.2. – View on left hand bend
8.5.1.3. – View on junction 8.5.1.4. – View on junction
Description: Continue on Edwards Benefer Way through junction with Hamburg way.At junction continue on Edwards Benefer Way.
Distance from previous Pinch Point 1.50km Distance to following Pinch Point 0.40kmModification required Reason for Modification Additional Information:
No modifications required No issues at location Loaded vehicle will navigate this location without any issues.
Item No: Title OS Grid Ref: TF 63321 22213
8.5.1Splitter islands at
junction of Hamburg Way
Customer RHDHVProject Norfolk Vanguard
Drawing Nos N/A
Route Access Report – 314597
8.5.2.1. – Aerial View of Location 8.5.2.2. – View of island Description: Continue on Edwards Benefer Way.
Distance from previous Pinch Point 0.40km Distance to following Pinch Point 0.19kmModification required Reason for Modification Additional Information:
No modifications required No issues at location Loaded vehicle will navigate this location without any issues.
Item No: Title OS Grid Ref: TF 63954 22324
8.5.2Splitter islands at junction of Hall
Way
Customer RHDHVProject Norfolk Vanguard
Drawing Nos N/A
8.5.3.1. – Aerial View of Location 8.5.3.2. – View of island Description: Continue on Edwards Benefer Way.Distance from previous Pinch Point 0.19km Distance to following Pinch Point 0.19km
Modification required Reason for Modification Additional Information:
Modifications to street furniture required To provide clear envelope Splitter island to be cleared of street
furniture.
Item No: Title OS Grid Ref: TF 64045 22334
8.5.3Splitter islands after junction of
Hall Way
Customer RHDHVProject Norfolk Vanguard
Drawing Nos N/A
Traffic lights and bollard to be removed
Route Access Report – 314597
8.5.4.1. – Aerial View of Location 8.5.4.2. – View of island 3Description: Continue on Edwards Benefer Way.
Distance from previous Pinch Point 0.19km Distance to following Pinch Point 0.35kmModification required Reason for Modification Additional Information:
No modifications required No issues at location Loaded vehicle will navigate this location without any issues.
Item No: Title OS Grid Ref: TF 64342 22397
8.5.4Splitter island at
junction of Nursery Way
Customer RHDHVProject Norfolk Vanguard
Drawing Nos N/A
8.5.5.1. – Aerial View of Location 8.5.5.2. – View of island Description: Continue on Edwards Benefer Way to junction with A148. At junction continue onto A148.Distance from previous Pinch Point 0.35km Distance to following Pinch Point 2.30kmLoad: Modification required Reason for Modification Additional Information:
No modifications required No issues at location Loaded vehicle will navigate this location without any issues.
Item No: Title OS Grid Ref: TF 66758 22973
8.5.5 Splitter islands at junction of A148
Customer RHDHVProject Norfolk Vanguard
Drawing Nos N/A
Route Access Report – 314597
8.6. Map Extract
8.6.1
Route Access Report – 314597
8.6.1.1. – Aerial View of Location 8.6.1.2. – View on prior to roundabout
8.6.1.3. – View on roundabout 8.6.1.4. – View on junction
Description: Continue on A148 to roundabout junction with A149.At roundabout turn right onto A149.
Distance from previous Pinch Point 2.30km Distance to following Pinch Point 3.00kmLoad: Modification required Reason for Modification Additional Information:
Contraflow manoeuvre required To allow navigation
A contra flow manoeuvre is required at this roundabout in order to navigate this roundabout.
Item No: Title OS Grid Ref: TF 66767 22985
8.6.1 A148 roundabout junction with A149
Customer RHDHVProject Norfolk Vanguard
Drawing Nos 314597-120A1.1
Route Access Report – 314597
8.7. Map Extract
8.7.1
8.7.28.7.3
Route Access Report – 314597
8.7.1.1. – Aerial View of Location 8.7.1.2. – View on prior to roundabout
8.7.1.3. – View on roundabout 8.7.1.4. – View of exit of roundabout
Description: Continue on A149 to roundabout junction with A1076.At roundabout continue on A149.
Distance from previous Pinch Point 3.00km Distance to following Pinch Point 2.00kmModification required Reason for Modification Additional Information:
No modifications required No issues at location No issues at this roundabout.
Item No: Title OS Grid Ref: TF 65346 20197
8.7.1 A149 roundabout
junction with A1076
Customer RHDHVProject Norfolk Vanguard
Drawing Nos 314597-130A1.1
Route Access Report – 314597
8.7.2.1. – Aerial View of Location 8.7.2.2. – View of entrance to roundabout
8.7.2.3. – View on roundabout 8.7.2.4. – View of exit of roundabout
Description: Continue on A149 to roundabout junction with Sainsbury’s.At roundabout continue on A149.
Distance from previous Pinch Point 2.00km Distance to following Pinch Point 1.00kmModification required Reason for Modification Additional Information:
No modifications required No issues at location No issues at this roundabout.
Item No: Title OS Grid Ref: TF 63970 18745
8.7.2A149 roundabout
junction with Sainsbury’s.
Customer RHDHVProject Norfolk Vanguard
Drawing Nos 314597-140A1.1
Route Access Report – 314597
8.7.3.1. – Aerial View of Location 8.7.3.2. – View of entrance to roundabout
8.7.3.3. – View on exit of roundabout 8.7.3.4. – View after roundabout exit
Description: Continue on A149 to roundabout junction with A47.At roundabout turn right onto A47.
Distance from previous Pinch Point 1.00km Distance to following Pinch Point 0.90kmModification required Reason for Modification Additional Information:
No modifications required No issues at location No issues at this roundabout.
Item No: Title OS Grid Ref: TF 63297 18102
8.7.3 A149 roundabout junction with A47
Customer RHDHVProject Norfolk Vanguard
Drawing Nos 314597-150A1.1
Route Access Report – 314597
8.7.3.1. – Aerial View of Location 8.7.3.2. – View of entrance to roundabout
8.7.3.3. – View on roundabout 8.7.3.4. – View of exit of roundabout
Description: Continue on A47 to roundabout junction with A47.At roundabout turn left onto A47.
Distance from previous Pinch Point 0.90km Distance to following Pinch Point 18.30kmLoad: Modification required Reason for Modification Additional Information:
No modifications required No issues at location No issues at this roundabout.
Item No: Title OS Grid Ref: TF 63500 18057
8.7.4 A47 roundabout Customer RHDHV
Project Norfolk Vanguard Drawing Nos 314597-160A1.1
Route Access Report – 314597
8.8. Map Extract
8.8.1
8.8.2
8.8.3
8.8.5
8.8.4
Route Access Report – 314597
8.8.1.1. – Aerial View of Location 8.8.1.2. – View of entrance to roundabout
8.8.1.3. – View on roundabout 8.8.1.4. – View of exit of roundabout
Description: Continue on A47 to roundabout junction with A1122.At roundabout, continue straight on A47.
Distance from previous Pinch Point 18.30km Distance to following Pinch Point 3.00kmLoad: Modification required Reason for Modification Additional Information:
No modifications required No issues at location No issues at this roundabout.
Item No: Title OS Grid Ref: TF 78322 09905
8.8.1 A47/A1122roundabout
Customer RHDHVProject Norfolk Vanguard
Drawing Nos 314597-170A1.1
Route Access Report – 314597
8.8.2.1. – Aerial View of Location 8.8.2.2. – Reverse view of bend
Description: Continue on A47 to overhead bridge.
Distance from previous Pinch Point 3.00km Distance to following Pinch Point 3.40kmModification required Reason for Modification Additional Information:
No modification required No issues at location
Clarification of the bridge clearance height was sought from the relevant authorities.
Response has highlighted a clearance height of 5.2m although this should be reassessed prior to any delvieries being undertaken.
Item No: Title OS Grid Ref: TF 81184 09866
8.8.2 Overhead bridgeon A47
Customer RHDHVProject Norfolk Vanguard
Drawing Nos N/A
Route Access Report – 314597
8.8.3.1. – Aerial View of Location 8.8.3.2. – View of entrance to roundabout
8.8.3.3. – View on roundabout 8.8.3.4. – View of exit of roundabout
Description: Continue on A47 to roundabout at junction with Norwich Road.At roundabout, continue straight on A47.
Distance from previous Pinch Point 3.40km Distance to following Pinch Point 3.40kmModification required Reason for Modification Additional Information:
Modifications to street furniture, tree pruning and manual steering required.
To allow navigation
Street furniture on central island of roundabout to be removed due to oversail of loaded vehicle.
Tree on central island to be pruned.
Item No: Title OS Grid Ref: TF 84328 09486
8.8.3 Roundabout prior to site
Customer RHDHVProject Norfolk Vanguard
Drawing Nos 314597-180A1.1
Road signs to be removed
Tree to be pruned
Route Access Report – 314597
8.8.4.1. – Aerial View of Location 8.8.4.2. – Splitter Island 1
8.8.4.3. – Splitter Island 2 8.8.4.4. – Splitter Island 3
Description: Continue on A47 through Necton.
Distance from previous Pinch Point 3.40km Distance to following Pinch Point 2.10kmModification required Reason for Modification Additional Information:
No modifications required No issues at this location Loaded vehicle will navigate past these splitter islands without any issues.
Item No: Title OS Grid Ref: TF 87765 10171
8.8.4 Splitter islands in Necton
Customer RHDHV Project Norfolk Vanguard
Drawing Nos N/A
Splitter island 1
Splitter island 2
Splitter island 3
Route Access Report – 314597
8.8.5.1. – Aerial View of Location 8.8.5.2. – View of entrance to roundabout
8.8.5.3. – View on roundabout
Description: Continue on A47 to proposed site entrance.
Distance from previous Pinch Point 2.10km Distance to following Pinch Point N/AModification required Reason for Modification Additional Information:
New site entrance to be constructed To allow access into site
Swept Path Analysis has been undertaken on the proposed site entrance design and showed that the loaded vehicle could access the site based on that design.
Item No: Title OS Grid Ref: TF 89255 11397
8.8.5 Proposed site entrance location
Customer RHDHV Project Norfolk Vanguard
Drawing Nos 314597-190A1.1
New Site Entrance to be constructed
Route Access Report – 314597
9. Recommendations
9.1. If suitable agreements and necessary amendments to the route can be made with both the highway authorities and land owners then this route is recommended for the delivery of all the components.
9.2. These recommendations are made from a purely transport orientated view, and do not consider any political issues in terms of land ownership, or any other precincts raised, that may otherwise be restrictive. It is recommended to have adequate warning signs implemented to warn other road users at critical points along the route.
9.3. All hedges, shrubs, bushes, trees and overhanging branches along the nominated routes must be trimmed to allow a minimum envelope on the road of 7.5m wide by 7.5m high for load A and for load B they should be 6.0m by 6.0m.
9.4. All street furniture, signage etc. along the nominated route must be removed to allow a minimum envelope on the road of 7.5m by 7.5m high for load A and for load B they should be 6.0m by 6.0m. Other specific street furniture has been nominated in this report to facilitate ‘over-sailed’ and ‘swept’ areas.
Route Access Report – 314597
10. Important notes
10.1. The loaded configuration is based on a generic load size identified by Royal Haskoning DHV. No technical drawings were received of the Transformer and it is possible that the load cannot be loaded in the configuration identified in this report. If this is the case, it may result in different loaded dimensions and as a result, the route becoming unsuitable.
10.2. Police escort or Pilot car will be required for all component trailers to negotiate the route, in order to assist with traffic control and control oncoming traffic flow.
10.3. The information contained in this report is privileged and confidential and is for the exclusive use of the client nominated herein.
10.4. All access diagrams and assessments are made and calculated for the road movement of loaded trailer equipment carrying the components. These dimensions are based on the turning circles and specification of Collett & Sons Ltd trailer equipment.
10.5. Land take is usually referred to when land is required from Private Land Owners; road widening is usually referred to when land is required within highways boundaries. The boundaries between private land and highways property are assumed by using obvious demarcation such as fence lines/hedges etc. It should be noted that actual boundaries between highways and private land are not substantiated in this report and can only be authenticated by carrying out land searches.
10.6. All drawings produced of swept path diagrams are illustrated by using the automatic steering principle for the steerable trailers, unless otherwise stated. However, all steerable trailers have a manual override system that if used will alter the path of the trailer.
10.7. All drawings are produced using Ordnance Survey ‘OS MasterMap’ mapping data, unless stated otherwise. Street furniture is not included on OS MasterMap data, this is plotted by taking measurements on site with a tape, actual road widths are also checked and adjusted on the map data accordingly. Where adjustments to the OS MasterMap data have been made this is indicated as ‘adjusted’ on the drawing.
10.8. All route assessment, proposed land-take and removal/re-instatement of nominated street furniture is deemed accurate by Collett & Sons Ltd at the date that this report is created. We cannot be held responsible for the development of future road schemes or alterations to the routes surveyed that may leave this report inaccurate.
Route Access Report – 314597
11. List of Drawing Numbers
11.1. Transformer
Drawing No Title
314597-100A1.1 Exit from Kings Lyn port314597-120A1.1 A148 roundabout junction with A149314597-130A1.1 A149 roundabout junction with A1076314597-140A1.1 A149 roundabout junction with Sainsbury’s 314597-150A1.1 A149 roundabout junction with A47314597-160A1.1 A47 Roundabout314597-170A1.1 A47/A1122 Roundabout314597-180A1.1 A47/Norwich Road Roundabout314597-190A1.1 Proposed site entrance off A47
Route Access survey – 314597
APPENDIX 1 - ELEVATION DRAWINGS OF SWEPT PATH MODELS
www.collett.co.uk
www.collett.co.uk
www.collett.co.uk
www.collett.co.uk
For Information
END ELEVATION VIEW. SCALE 1:50
PLAN & SIDE ELEVATION VIEW. SCALE 1:200
AB
CD
EF
GH
I
1 3 4 5 6 7 8 9 10 11 12 132
1 3 4 5 6 7 8 9 10 11 12 132
AB
CD
EF
GH
I
1.
THIS DRAWING IS PRELIMINARY AND IS RELEASED FOR INFORMATION
ONLY.
2.
ALL DIMENSIONS ARE IN MILLIMETRES (mm) UNLESS OTHERWISE STATED.
3.
ALL WEIGHTS ARE IN METRIC TONNES (t) UNLESS OTHERWISE STATED.
4.
THE CLIENT IS RESPONSIBLE FOR THE PREPARATION OF THE TRANSPORT
AREAS TO ENSURE THAT IT IS CAPABLE OF ACCOMMODATING THE LOADS
GENERATED BY THE TRAILERS DURING ALL TRANSPORT / LOADING AND
UNLOADING OPERATIONS. GROUND TO BE SUITABLY COMPACTED AND
LEVELLED FOR A SAFE AND CONVENIENT TRANSPORT OPERATION.
5.
THE CLIENT IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THE
LOAD TRANSPORTED.
6.
THE CLIENT IS TO IDENTIFY AND CONFIRM THE SUITABILITY OF THE
SUPPORT POINTS ON THE LOAD TO BE UTILISED DURING TRANSPORT. IT
IS ASSUMED THE TRANSFORMER WILL BE FITTED WITH TRANSPORT
BRACKETS.
7.
SECURE CARGO ONTO THE TRAILER USING LASHING MATERIAL TO
PREVENT SLIDING AND/OR TIPPING OF THE LOAD. ALL STRAPS AND
CHAINS TO BE TIGHTENED WITH RATCHET BINDERS. ANTI SLIP RUBBER
MATTING TO BE USED BETWEEN THE TRAILER AND THE BASE OF THE LOAD
INCLUDING ALL STEEL CONTACT AREAS TO PROMOTE FRICTION.
8.
ALL EQUIPMENT IS SUPPLIED IN ACCORDANCE WITH COLLETT & SONS
LIMITED TERMS AND CONDITIONS, AND THE RELEVANT R.H.A. 2009 TERMS
AND CONDITIONS.
9.
WITHOUT AUTHORISED SIGNATURES THIS DOCUMENT IS UNCONTROLLED,
NOT BINDING AND FOR INDICATIVE PURPOSES ONLY.
Paper Size:Scale:
Project No: Drawing No:
THIS DRAWING AND ALL THE INFORMATION IT CONTAINS ARE THE PROPERTY OF COLLETT & SONS LTD
AND SHALL BE TREATED AS CONFIDENTIAL UNLESS CONTRACTUALLY SPECIFIED OTHERWISE. IT MUST
NOT BE COPIED, RE-PRODUCED OR DIVULGED TO A THIRD PARTY WITHOUT THE EXPRESSED
PERMISSION FROM COLLETT & SONS LTD.
© 2016 COLLETT & SONS LTD
COLLETT & SONS LTD
Mistral Point
A.W Nielsen Road
Goole
East Yorkshire
DN14 6UE
Tel: 08456 255233
Fax: 08456 255277
Web: www.collett.co.uk
Title:
Project:
Client:
Drawn by: Checked by:Date: Date:
Rev:
Description:
Sheet No:
00
First Issue
19/03/2018S.Mangham19/03/2018A.Abdallah
200 ton Transformer Transport Arrangement
COL-D-314597-1-1314597
Norfolk Vanguard
As NotedA3
Royal Haskoning DHV
1 of 1
TRAILER END ELEVATION VIEW. SCALE 1:50
Weights Table
Type Description Weight
Type of Trailer 20 Axle Girder Bridge Combination 132.860 t
Type of Load Transformer 200.000 t
Total loaded weight excluding tractor units 332.860 t
Load per axle line on trailer (equivalent to
2 file)
16.643 t
Load per axle per file 8.322 t
Load per wheel 2.080 t
Abnormal Load Classification: Special Order (BE16)
Route Access survey – 314597
APPENDIX 2 – SWEPT PATH ANALYSIS
11.244
Fence ot be removed
4.929
53.912
27.042
DATE
SCALE
TITLE
Exit Kings Lynn port onto Edward BeneferWay.
**Caution**
A reverse manoeuvre is required whenexiting the port in order to avoidmodifications.
Vehicle to turn left onto Edward Benefertowards town centre then reverse back intoPort Entrance.
Vehicle will then turn left onto EdwardBenefer Way..
UK Grid Reference: TF 61846 20715
SIZE SITE
Direction of view
Area within red outline will be sweptby tractor and trailer axles
Hatched area within red outline to belevelled and prepared to accept axleloadingsArea within magenta outline will beoversailed by load and projections
Area within green outline will beoversailed by trailer body
20 Row Girder Bridge Arrangement for themovement of a 200Te Transformer The swept path analysis provided is produced from a purely transport orientated view, and does not consider
any political issues in terms of land ownership, or any other precincts raised, that may otherwise be restrictive. The drawing has been produced from data created by Collett. A site visit has not been conducted to verify
road widths or the presence of street furniture. All swept path diagrams and assessments are made and calculated for the road movement of loaded trailer
equipment carrying Turbine components. These dimensions are based on the turning circles and specificationof Collett & Sons Ltd trailer equipment.
This SPA is a means of providing evidence of minimum requirements of any one vehicle as a footprint andthere is no safety factor or margin included.
Turbine delivery vehicles can be both left and right hand drive vehicles, therefore due to drivers perception itmust be assumed that every vehicle will not follow the exact same line and so a margin of additional spaceshould be allowed for.
Land take is usually referred to when land is required from Private Land Owners; road widening is usuallyreferred to when land is required within highways boundaries. The boundaries between private land andhighways property are assumed by using obvious demarcation such as fence lines/hedges etc. It should benoted that actual boundaries between highways and private land are not substantiated in this report and canonly be authenticated by carrying out land searches.
Police escorts and permits will be required for the movement of all of the components. Form 'BE16' permitswill also be required to undertake the movement of the vehicle shown in the swept path analysis. Thesepermits are at the discretion of the Highway Agency (HA). Therefore, approval of these 'permits formovements' by the HA are a major consideration before the physical capability to deliver these componentsare undertaken.
In critical areas, where modifications are required, the road construction must be formed to the minimumspecification contained in the Turbine Manufactures Transport Guidance Notes.
The Turbine Manufactures Transport Guidance Notes will state the minimum road width required for thetransport of components. Any roads below this stated width will require widening to reflect this regardless ofany swept path analysis not indicating modifications.
The information is privileged and confidential and is for the exclusive use of the nominated client. All dimensions in meters
DWG. NO.
CUSTOMER
A31:500 NORFOLK VANGUARD
EXIT KINGS LYNN PORT ONTO EDWARD BENEFER WAY
314597-100A1.1ROYAL HASKONING DHV
COLLETT & SONS LIMITEDTEL: +44(0)8456 255288FAX: +44(0)8456 255244WEB: www.collett.co.uk
Victoria TerminalAlbert RoadHalifax, HX2 0DF
S.MANGHAMDRAWN
PINCH POINT IDENTIFIED BY COLLETT20/03/2018
Swept Path indicates trailer utilising MANUALsteering
MAPPING ORDNANCE SURVEY Not Adjusted
A 148
A 14
9
841 A
LP
LPRS
BOL
4.929
53.912
27.042
DATE
SCALE
TITLE
Continue on A148 to roundabout junction withA149 Queen Elizabeth Way,
**Caution**
Loaded vehicle will navigate this roundaboututilising a contraflow manoeuvre.
UK Grid Reference: TF 66754 22967
SIZE SITE
Direction of view
Area within red outline will be sweptby tractor and trailer axles
Hatched area within red outline to belevelled and prepared to accept axleloadingsArea within magenta outline will beoversailed by load and projections
Area within green outline will beoversailed by trailer body
20 Row Girder Bridge Arrangement for themovement of a 200Te Transformer The swept path analysis provided is produced from a purely transport orientated view, and does not consider
any political issues in terms of land ownership, or any other precincts raised, that may otherwise be restrictive. The drawing has been produced from data created by Collett. A site visit has not been conducted to verify
road widths or the presence of street furniture. All swept path diagrams and assessments are made and calculated for the road movement of loaded trailer
equipment carrying Turbine components. These dimensions are based on the turning circles and specificationof Collett & Sons Ltd trailer equipment.
This SPA is a means of providing evidence of minimum requirements of any one vehicle as a footprint andthere is no safety factor or margin included.
Turbine delivery vehicles can be both left and right hand drive vehicles, therefore due to drivers perception itmust be assumed that every vehicle will not follow the exact same line and so a margin of additional spaceshould be allowed for.
Land take is usually referred to when land is required from Private Land Owners; road widening is usuallyreferred to when land is required within highways boundaries. The boundaries between private land andhighways property are assumed by using obvious demarcation such as fence lines/hedges etc. It should benoted that actual boundaries between highways and private land are not substantiated in this report and canonly be authenticated by carrying out land searches.
Police escorts and permits will be required for the movement of all of the components. Form 'BE16' permitswill also be required to undertake the movement of the vehicle shown in the swept path analysis. Thesepermits are at the discretion of the Highway Agency (HA). Therefore, approval of these 'permits formovements' by the HA are a major consideration before the physical capability to deliver these componentsare undertaken.
In critical areas, where modifications are required, the road construction must be formed to the minimumspecification contained in the Turbine Manufactures Transport Guidance Notes.
The Turbine Manufactures Transport Guidance Notes will state the minimum road width required for thetransport of components. Any roads below this stated width will require widening to reflect this regardless ofany swept path analysis not indicating modifications.
The information is privileged and confidential and is for the exclusive use of the nominated client. All dimensions in meters
DWG. NO.
CUSTOMER
A31:500
A148 ROUNDBAOUT JUNCTION WITH A149
314597-120A1.1
COLLETT & SONS LIMITEDTEL: +44(0)8456 255288FAX: +44(0)8456 255244WEB: www.collett.co.uk
Victoria TerminalAlbert RoadHalifax, HX2 0DF
PINCH POINT IDENTIFIED BY COLLETT
Swept Path indicates trailer utilising MANUALsteering
NORFOLK VANGUARD
S.MANGHAMDRAWN
20/03/2018 MAPPING ORDNANCE SURVEY Not Adjusted ROYAL HASKONING DHV
ED &
War
d Bd
y
CR
RS
RS
RS
4.929
53.912
27.042
DATE
SCALE
TITLE
Continue on A149 to roundabout to atjunction with A1076.At roundabout continue on A149.
**Caution**
Loaded vehicle will navigate this roundaboututilising manual steering.
UK Grid Reference: TF 65339 20203
SIZE SITE
Direction of view
Area within red outline will be sweptby tractor and trailer axles
Hatched area within red outline to belevelled and prepared to accept axleloadingsArea within magenta outline will beoversailed by load and projections
Area within green outline will beoversailed by trailer body
20 Row Girder Bridge Arrangement for themovement of a 200Te Transformer The swept path analysis provided is produced from a purely transport orientated view, and does not consider
any political issues in terms of land ownership, or any other precincts raised, that may otherwise be restrictive. The drawing has been produced from data created by Collett. A site visit has not been conducted to verify
road widths or the presence of street furniture. All swept path diagrams and assessments are made and calculated for the road movement of loaded trailer
equipment carrying Turbine components. These dimensions are based on the turning circles and specificationof Collett & Sons Ltd trailer equipment.
This SPA is a means of providing evidence of minimum requirements of any one vehicle as a footprint andthere is no safety factor or margin included.
Turbine delivery vehicles can be both left and right hand drive vehicles, therefore due to drivers perception itmust be assumed that every vehicle will not follow the exact same line and so a margin of additional spaceshould be allowed for.
Land take is usually referred to when land is required from Private Land Owners; road widening is usuallyreferred to when land is required within highways boundaries. The boundaries between private land andhighways property are assumed by using obvious demarcation such as fence lines/hedges etc. It should benoted that actual boundaries between highways and private land are not substantiated in this report and canonly be authenticated by carrying out land searches.
Police escorts and permits will be required for the movement of all of the components. Form 'BE16' permitswill also be required to undertake the movement of the vehicle shown in the swept path analysis. Thesepermits are at the discretion of the Highway Agency (HA). Therefore, approval of these 'permits formovements' by the HA are a major consideration before the physical capability to deliver these componentsare undertaken.
In critical areas, where modifications are required, the road construction must be formed to the minimumspecification contained in the Turbine Manufactures Transport Guidance Notes.
The Turbine Manufactures Transport Guidance Notes will state the minimum road width required for thetransport of components. Any roads below this stated width will require widening to reflect this regardless ofany swept path analysis not indicating modifications.
The information is privileged and confidential and is for the exclusive use of the nominated client. All dimensions in meters
DWG. NO.
CUSTOMER
A31:500
A149 ROUNDABOUT JUNCTION WITH B1145
314597-130A1.1
COLLETT & SONS LIMITEDTEL: +44(0)8456 255288FAX: +44(0)8456 255244WEB: www.collett.co.uk
Victoria TerminalAlbert RoadHalifax, HX2 0DF
PINCH POINT IDENTIFIED BY COLLETT
Swept Path indicates trailer utilising MANUALsteering
NORFOLK VANGUARDROYAL HASKONING DHV
S.MANGHAMDRAWN
20/03/2018 MAPPING ORDNANCE SURVEY Not Adjusted
A 149
LP
4.929
53.912
27.042
DATE
SCALE
TITLE
Continue on A149 to roundabout to atjunction with Sainburys.At roundabout continue on A149.
**Caution**
Loaded vehicle will navigate this roundaboututilising manual steering.
UK Grid Reference: TF 63957 18715
SIZE SITE
Direction of view
Area within red outline will be sweptby tractor and trailer axles
Hatched area within red outline to belevelled and prepared to accept axleloadingsArea within magenta outline will beoversailed by load and projections
Area within green outline will beoversailed by trailer body
20 Row Girder Bridge Arrangement for themovement of a 200Te Transformer The swept path analysis provided is produced from a purely transport orientated view, and does not consider
any political issues in terms of land ownership, or any other precincts raised, that may otherwise be restrictive. The drawing has been produced from data created by Collett. A site visit has not been conducted to verify
road widths or the presence of street furniture. All swept path diagrams and assessments are made and calculated for the road movement of loaded trailer
equipment carrying Turbine components. These dimensions are based on the turning circles and specificationof Collett & Sons Ltd trailer equipment.
This SPA is a means of providing evidence of minimum requirements of any one vehicle as a footprint andthere is no safety factor or margin included.
Turbine delivery vehicles can be both left and right hand drive vehicles, therefore due to drivers perception itmust be assumed that every vehicle will not follow the exact same line and so a margin of additional spaceshould be allowed for.
Land take is usually referred to when land is required from Private Land Owners; road widening is usuallyreferred to when land is required within highways boundaries. The boundaries between private land andhighways property are assumed by using obvious demarcation such as fence lines/hedges etc. It should benoted that actual boundaries between highways and private land are not substantiated in this report and canonly be authenticated by carrying out land searches.
Police escorts and permits will be required for the movement of all of the components. Form 'BE16' permitswill also be required to undertake the movement of the vehicle shown in the swept path analysis. Thesepermits are at the discretion of the Highway Agency (HA). Therefore, approval of these 'permits formovements' by the HA are a major consideration before the physical capability to deliver these componentsare undertaken.
In critical areas, where modifications are required, the road construction must be formed to the minimumspecification contained in the Turbine Manufactures Transport Guidance Notes.
The Turbine Manufactures Transport Guidance Notes will state the minimum road width required for thetransport of components. Any roads below this stated width will require widening to reflect this regardless ofany swept path analysis not indicating modifications.
The information is privileged and confidential and is for the exclusive use of the nominated client. All dimensions in meters
DWG. NO.
CUSTOMER
A31:500
A149 ROUNDABOUT JUNCTION WITH SAINBURYS
314597-140A1.1
COLLETT & SONS LIMITEDTEL: +44(0)8456 255288FAX: +44(0)8456 255244WEB: www.collett.co.uk
Victoria TerminalAlbert RoadHalifax, HX2 0DF
PINCH POINT IDENTIFIED BY COLLETT
Swept Path indicates trailer utilising MANUALsteering
NORFOLK VANGUARDROYAL HASKONING DHV
S.MANGHAMDRAWN
20/03/2018 MAPPING ORDNANCE SURVEY Not Adjusted
4.929
53.912
27.042
DATE
SCALE
TITLE
Continue on A149 to roundabout junction withA47,At junction turn right onto A47
**Caution**
Loaded vehicle will navigate this roundaboututilising manual steering.
UK Grid Reference: TF 63240 18156
SIZE SITE
Direction of view
Area within red outline will be sweptby tractor and trailer axles
Hatched area within red outline to belevelled and prepared to accept axleloadingsArea within magenta outline will beoversailed by load and projections
Area within green outline will beoversailed by trailer body
20 Row Girder Bridge Arrangement for themovement of a 200Te Transformer The swept path analysis provided is produced from a purely transport orientated view, and does not consider
any political issues in terms of land ownership, or any other precincts raised, that may otherwise be restrictive. The drawing has been produced from data created by Collett. A site visit has not been conducted to verify
road widths or the presence of street furniture. All swept path diagrams and assessments are made and calculated for the road movement of loaded trailer
equipment carrying Turbine components. These dimensions are based on the turning circles and specificationof Collett & Sons Ltd trailer equipment.
This SPA is a means of providing evidence of minimum requirements of any one vehicle as a footprint andthere is no safety factor or margin included.
Turbine delivery vehicles can be both left and right hand drive vehicles, therefore due to drivers perception itmust be assumed that every vehicle will not follow the exact same line and so a margin of additional spaceshould be allowed for.
Land take is usually referred to when land is required from Private Land Owners; road widening is usuallyreferred to when land is required within highways boundaries. The boundaries between private land andhighways property are assumed by using obvious demarcation such as fence lines/hedges etc. It should benoted that actual boundaries between highways and private land are not substantiated in this report and canonly be authenticated by carrying out land searches.
Police escorts and permits will be required for the movement of all of the components. Form 'BE16' permitswill also be required to undertake the movement of the vehicle shown in the swept path analysis. Thesepermits are at the discretion of the Highway Agency (HA). Therefore, approval of these 'permits formovements' by the HA are a major consideration before the physical capability to deliver these componentsare undertaken.
In critical areas, where modifications are required, the road construction must be formed to the minimumspecification contained in the Turbine Manufactures Transport Guidance Notes.
The Turbine Manufactures Transport Guidance Notes will state the minimum road width required for thetransport of components. Any roads below this stated width will require widening to reflect this regardless ofany swept path analysis not indicating modifications.
The information is privileged and confidential and is for the exclusive use of the nominated client. All dimensions in meters
DWG. NO.
CUSTOMER
A31:500
A149/A47 ROUNDABOUT JUNCTION
314597-150A1.1
COLLETT & SONS LIMITEDTEL: +44(0)8456 255288FAX: +44(0)8456 255244WEB: www.collett.co.uk
Victoria TerminalAlbert RoadHalifax, HX2 0DF
PINCH POINT IDENTIFIED BY COLLETT
Swept Path indicates trailer utilising MANUALsteering
NORFOLK VANGUARDROYAL HASKONING DHV
S.MANGHAMDRAWN
20/03/2018 MAPPING ORDNANCE SURVEY Not Adjusted
4.929
53.912
27.042
DATE
SCALE
TITLE
Continue on A47 to roundabout.At roundabout, turn left onto A47.
**Caution**
Loaded vehicle will navigate this roundaboututilising manual steering.
UK Grid Reference: TF 63500 18063
SIZE SITE
Direction of view
Area within red outline will be sweptby tractor and trailer axles
Hatched area within red outline to belevelled and prepared to accept axleloadingsArea within magenta outline will beoversailed by load and projections
Area within green outline will beoversailed by trailer body
20 Row Girder Bridge Arrangement for themovement of a 200Te Transformer The swept path analysis provided is produced from a purely transport orientated view, and does not consider
any political issues in terms of land ownership, or any other precincts raised, that may otherwise be restrictive. The drawing has been produced from data created by Collett. A site visit has not been conducted to verify
road widths or the presence of street furniture. All swept path diagrams and assessments are made and calculated for the road movement of loaded trailer
equipment carrying Turbine components. These dimensions are based on the turning circles and specificationof Collett & Sons Ltd trailer equipment.
This SPA is a means of providing evidence of minimum requirements of any one vehicle as a footprint andthere is no safety factor or margin included.
Turbine delivery vehicles can be both left and right hand drive vehicles, therefore due to drivers perception itmust be assumed that every vehicle will not follow the exact same line and so a margin of additional spaceshould be allowed for.
Land take is usually referred to when land is required from Private Land Owners; road widening is usuallyreferred to when land is required within highways boundaries. The boundaries between private land andhighways property are assumed by using obvious demarcation such as fence lines/hedges etc. It should benoted that actual boundaries between highways and private land are not substantiated in this report and canonly be authenticated by carrying out land searches.
Police escorts and permits will be required for the movement of all of the components. Form 'BE16' permitswill also be required to undertake the movement of the vehicle shown in the swept path analysis. Thesepermits are at the discretion of the Highway Agency (HA). Therefore, approval of these 'permits formovements' by the HA are a major consideration before the physical capability to deliver these componentsare undertaken.
In critical areas, where modifications are required, the road construction must be formed to the minimumspecification contained in the Turbine Manufactures Transport Guidance Notes.
The Turbine Manufactures Transport Guidance Notes will state the minimum road width required for thetransport of components. Any roads below this stated width will require widening to reflect this regardless ofany swept path analysis not indicating modifications.
The information is privileged and confidential and is for the exclusive use of the nominated client. All dimensions in meters
DWG. NO.
CUSTOMER
A31:500
A47 ROUNDABOUT
314597-160A1.1
COLLETT & SONS LIMITEDTEL: +44(0)8456 255288FAX: +44(0)8456 255244WEB: www.collett.co.uk
Victoria TerminalAlbert RoadHalifax, HX2 0DF
PINCH POINT IDENTIFIED BY COLLETT
Swept Path indicates trailer utilising MANUALsteering
NORFOLK VANGUARDROYAL HASKONING DHV
S.MANGHAMDRAWN
20/03/2018 MAPPING ORDNANCE SURVEY Not Adjusted
4.929
53.912
27.042
DATE
SCALE
TITLE
Continue on A47 to roundabout at junctionwith A1122.At roundabout, continue on A47.
**Caution**
Loaded vehicle will navigate this roundaboututilising manual steering.
UK Grid Reference: TF 78318 09912
SIZE SITE
Direction of view
Area within red outline will be sweptby tractor and trailer axles
Hatched area within red outline to belevelled and prepared to accept axleloadingsArea within magenta outline will beoversailed by load and projections
Area within green outline will beoversailed by trailer body
20 Row Girder Bridge Arrangement for themovement of a 200Te Transformer The swept path analysis provided is produced from a purely transport orientated view, and does not consider
any political issues in terms of land ownership, or any other precincts raised, that may otherwise be restrictive. The drawing has been produced from data created by Collett. A site visit has not been conducted to verify
road widths or the presence of street furniture. All swept path diagrams and assessments are made and calculated for the road movement of loaded trailer
equipment carrying Turbine components. These dimensions are based on the turning circles and specificationof Collett & Sons Ltd trailer equipment.
This SPA is a means of providing evidence of minimum requirements of any one vehicle as a footprint andthere is no safety factor or margin included.
Turbine delivery vehicles can be both left and right hand drive vehicles, therefore due to drivers perception itmust be assumed that every vehicle will not follow the exact same line and so a margin of additional spaceshould be allowed for.
Land take is usually referred to when land is required from Private Land Owners; road widening is usuallyreferred to when land is required within highways boundaries. The boundaries between private land andhighways property are assumed by using obvious demarcation such as fence lines/hedges etc. It should benoted that actual boundaries between highways and private land are not substantiated in this report and canonly be authenticated by carrying out land searches.
Police escorts and permits will be required for the movement of all of the components. Form 'BE16' permitswill also be required to undertake the movement of the vehicle shown in the swept path analysis. Thesepermits are at the discretion of the Highway Agency (HA). Therefore, approval of these 'permits formovements' by the HA are a major consideration before the physical capability to deliver these componentsare undertaken.
In critical areas, where modifications are required, the road construction must be formed to the minimumspecification contained in the Turbine Manufactures Transport Guidance Notes.
The Turbine Manufactures Transport Guidance Notes will state the minimum road width required for thetransport of components. Any roads below this stated width will require widening to reflect this regardless ofany swept path analysis not indicating modifications.
The information is privileged and confidential and is for the exclusive use of the nominated client. All dimensions in meters
DWG. NO.
CUSTOMER
A31:500
A47/A1122 ROUNDABOUT
314597-170A1.1
COLLETT & SONS LIMITEDTEL: +44(0)8456 255288FAX: +44(0)8456 255244WEB: www.collett.co.uk
Victoria TerminalAlbert RoadHalifax, HX2 0DF
PINCH POINT IDENTIFIED BY COLLETT
Swept Path indicates trailer utilising MANUALsteering
NORFOLK VANGUARDROYAL HASKONING DHV
S.MANGHAMDRAWN
20/03/2018 MAPPING ORDNANCE SURVEY Not Adjusted
Road signs tobe removed Trees to be pruned
4.929
53.912
27.042
DATE
SCALE
TITLE
Continue on A47 to roundabout with NorwichRoad.At roundabout, continue on A47.
**Caution**
Road signs on central island of theroundabout to be removed.
Trees on roundabout to be pruned.Girder Bridge to be raised to clear central
island.
UK Grid Reference: TF 84305 09509
SIZE SITE
Direction of view
Area within red outline will be sweptby tractor and trailer axles
Hatched area within red outline to belevelled and prepared to accept axleloadingsArea within magenta outline will beoversailed by load and projections
Area within green outline will beoversailed by trailer body
20 Row Girder Bridge Arrangement for themovement of a 200Te Transformer The swept path analysis provided is produced from a purely transport orientated view, and does not consider
any political issues in terms of land ownership, or any other precincts raised, that may otherwise be restrictive. The drawing has been produced from data created by Collett. A site visit has not been conducted to verify
road widths or the presence of street furniture. All swept path diagrams and assessments are made and calculated for the road movement of loaded trailer
equipment carrying Turbine components. These dimensions are based on the turning circles and specificationof Collett & Sons Ltd trailer equipment.
This SPA is a means of providing evidence of minimum requirements of any one vehicle as a footprint andthere is no safety factor or margin included.
Turbine delivery vehicles can be both left and right hand drive vehicles, therefore due to drivers perception itmust be assumed that every vehicle will not follow the exact same line and so a margin of additional spaceshould be allowed for.
Land take is usually referred to when land is required from Private Land Owners; road widening is usuallyreferred to when land is required within highways boundaries. The boundaries between private land andhighways property are assumed by using obvious demarcation such as fence lines/hedges etc. It should benoted that actual boundaries between highways and private land are not substantiated in this report and canonly be authenticated by carrying out land searches.
Police escorts and permits will be required for the movement of all of the components. Form 'BE16' permitswill also be required to undertake the movement of the vehicle shown in the swept path analysis. Thesepermits are at the discretion of the Highway Agency (HA). Therefore, approval of these 'permits formovements' by the HA are a major consideration before the physical capability to deliver these componentsare undertaken.
In critical areas, where modifications are required, the road construction must be formed to the minimumspecification contained in the Turbine Manufactures Transport Guidance Notes.
The Turbine Manufactures Transport Guidance Notes will state the minimum road width required for thetransport of components. Any roads below this stated width will require widening to reflect this regardless ofany swept path analysis not indicating modifications.
The information is privileged and confidential and is for the exclusive use of the nominated client. All dimensions in meters
DWG. NO.
CUSTOMER
A31:500
A47/NORWICH ROAD ROUNDABOUT
314597-180A1.1
COLLETT & SONS LIMITEDTEL: +44(0)8456 255288FAX: +44(0)8456 255244WEB: www.collett.co.uk
Victoria TerminalAlbert RoadHalifax, HX2 0DF
PINCH POINT IDENTIFIED BY COLLETT
Swept Path indicates trailer utilising MANUALsteering
NORFOLK VANGUARDROYAL HASKONING DHV
S.MANGHAMDRAWN
20/03/2018 MAPPING ORDNANCE SURVEY Not Adjusted
4.929
53.912
27.042
DATE
SCALE
TITLE
Continue on A47 to proposed site entrance.
**Caution**
Proposed junction alignment can benavigated utilising manual steering.
UK Grid Reference: TF 89245 11382
SIZE SITE
Direction of view
Area within red outline will be sweptby tractor and trailer axles
Hatched area within red outline to belevelled and prepared to accept axleloadingsArea within magenta outline will beoversailed by load and projections
Area within green outline will beoversailed by trailer body
20 Row Girder Bridge Arrangement for themovement of a 200Te Transformer The swept path analysis provided is produced from a purely transport orientated view, and does not consider
any political issues in terms of land ownership, or any other precincts raised, that may otherwise be restrictive. The drawing has been produced from data created by Collett. A site visit has not been conducted to verify
road widths or the presence of street furniture. All swept path diagrams and assessments are made and calculated for the road movement of loaded trailer
equipment carrying Turbine components. These dimensions are based on the turning circles and specificationof Collett & Sons Ltd trailer equipment.
This SPA is a means of providing evidence of minimum requirements of any one vehicle as a footprint andthere is no safety factor or margin included.
Turbine delivery vehicles can be both left and right hand drive vehicles, therefore due to drivers perception itmust be assumed that every vehicle will not follow the exact same line and so a margin of additional spaceshould be allowed for.
Land take is usually referred to when land is required from Private Land Owners; road widening is usuallyreferred to when land is required within highways boundaries. The boundaries between private land andhighways property are assumed by using obvious demarcation such as fence lines/hedges etc. It should benoted that actual boundaries between highways and private land are not substantiated in this report and canonly be authenticated by carrying out land searches.
Police escorts and permits will be required for the movement of all of the components. Form 'BE16' permitswill also be required to undertake the movement of the vehicle shown in the swept path analysis. Thesepermits are at the discretion of the Highway Agency (HA). Therefore, approval of these 'permits formovements' by the HA are a major consideration before the physical capability to deliver these componentsare undertaken.
In critical areas, where modifications are required, the road construction must be formed to the minimumspecification contained in the Turbine Manufactures Transport Guidance Notes.
The Turbine Manufactures Transport Guidance Notes will state the minimum road width required for thetransport of components. Any roads below this stated width will require widening to reflect this regardless ofany swept path analysis not indicating modifications.
The information is privileged and confidential and is for the exclusive use of the nominated client. All dimensions in meters
DWG. NO.
CUSTOMER
A31:500
PROPOSED SITE ENTRANCE OFF A47
314597-190A1.1
COLLETT & SONS LIMITEDTEL: +44(0)8456 255288FAX: +44(0)8456 255244WEB: www.collett.co.uk
Victoria TerminalAlbert RoadHalifax, HX2 0DF
PINCH POINT IDENTIFIED BY COLLETT
Swept Path indicates trailer utilising MANUALsteering
NORFOLK VANGUARDROYAL HASKONING DHV
S.MANGHAMDRAWN
20/03/2018 MAPPING PROVIDED BY CLIENT
Route Access survey – 314597
APPENDIX 3 - COUNCIL CORRESPONDENCE AND COMMENTS
- 1-
Our Ref: 314597 Date: 10th March 2018
Application for ‘Confirmation of suitable route’ for Norfolk Vanguard.
To Whom it May Concern,
I am currently carrying out a survey to a site called ‘Norfolk Vanguard’, off A47 near Necton.
Could you please confirm in writing that the route detailed below and all structures that are involved in your area on this route are suitable in terms of axle loadings, spacing and Gross vehicle weights, in connection with the loaded vehicle specifications below.
Route: Exit Kings Lynn Harbour onto Edward Benefer Way, Continue on Edward Benerfer Way to merge onto
Grimston Road A148. Continue on A148 to roundabout junction with A149
Queen Elizabeth Way, At roundabout turn right onto A149 Queen Elizabeth
Way, Continue on A149 through 2 roundabouts to
roundabout junction with A47, At roundabout turn left onto A47, At roundabout turn left onto A47, At roundabout, continue on A47, At roundabout continue on A47, Continue on A47 to proposed site entrance on the
right hand side at approx. OS Grid refs: TF 8924511382.
Exit Kings Lynn Harbour onto Edward Benefer Way, Continue on Edward Benerfer Way to merge onto
Grimston Road A148. Continue on A148 to roundabout junction with A149
Queen Elizabeth Way, At roundabout turn right onto A149 Queen Elizabeth
Way, Continue on A149 through 2 roundabouts to
roundabout junction with A47, At roundabout turn left onto A47, At roundabout turn left onto A47, Cross onto opposing carriageway at approx. OS
Grid Ref: TF 79712 09495 , Exit A47 onto Lynn Road, Continue on Lynn Road/Mangate Road/Norwich
Road through Swaffham At roundabout, turn right onto A47. Continue on A47 to proposed site entrance on the
right hand side at approx. OS Grid refs: TF 8924511382.
Load A: Girder Bridge OnlyRigid
Length 27.042 Overall Length 49.70 Overall
Width 7.39 Overall Height 4.929
Gross Vehicle Weight
332.86Te
-1 2 3 4 5 6 7 8 9 10 11 12 13
Number of
wheels per axle
8 8 8 8 8 8 8 8 8 8 8 8 8
Axle Weight
(Te.)16.64 16.64 16.64 16.64 16.64 16.64 16.64 16.64 16.64 16.64 16.64 16.64 16.64
Axle Spacing 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 11.78 1.50 1.50 1.50
- 2 -
14 15 16 17 18 19 20
8 8 8 8 8 8 8
16.64 16.64 16.64 16.64 16.64 16.64 16.64
1.50 1.50 1.50 1.50 1.50 1.50
Should there be any problem with any part of the route detailed, I would appreciate your immediate response.
Your urgent response would be greatly appreciated.Many thanks & best regards
Steven Mangham
COLLETT & SONS LTD
- 3 -
Map of Routes
Route A
Exit from Kings Lynn Harbour on Edward Benefer Way.
Continue on Edward Benefer Way to merge on Grimston Road A148.
- 4 -
Continue on A148 to roundabout jucntion with A47.
Continue on A47 to Site
1
Steven Mangham
From: Howell, Tania Sent: 21 March 2018 08:19To: Steven ManghamSubject: RE: Confirmation of Suitable Route - 314597
Good morning Steven,
Thank you for your enquiry.I can confirm that neither of the route options will affect any Historic Railways Estate structures.
RegardsTania
Tania HowellAbnormal Loads OfficerJacobsDDI: 0118 946 8911
If your mail concerns abnormal load movements, please reply to [email protected]
From: Steven Mangham Sent: 20 March 2018 16:54To:
Subject: [EXTERNAL] Confirmation of Suitable Route - 314597
Good Afternoon,
To Whom It May Concern:
Please find attached a Confirmation of Suitable Route request for Norfolk Vanguard.
Please note that, at present, we do not require a permit to move. This request is for information purposes only to ensure that the route is suitable to accept the axles loads proposed and to identify any potential structure issues there may be on the identified route.
If you could response in writing to [email protected] that would be much appreciated.
Kind Regards,
Steven ManghamConsulting Team Manager/Renewables Project Manager
Collett & Sons Ltd | Victoria Terminal | Albert Road | Halifax | HX2 0DF | UKTel: +44 (0)8456 255288 | Fax: +44 (0)8456 255244 |Email: [email protected] | Web: www.collett.co.uk
2
NOTICE - This communication may contain confidential and privileged information that is for the sole use of the intended recipient. Any viewing, copying or distribution of, or reliance on this message by unintended recipients is strictly prohibited. If you have received this message in error, please notify us immediately by replying to the message and deleting it from your computer.
Jacobs U.K. Limited1180 Eskdale Road, Winnersh, Wokingham RG41 5TURegistered in England and Wales under number 2594504
1
Steven Mangham
From: AdministratorSent: 26 March 2018 12:11To: Steven ManghamSubject: FW: 2018-03-23 00-00 Confirmation_of_suitable_route_314597Attachments: 2018-03-23 00-00 Confirmation_of_suitable_route_314597.pdf; 2018-03-23 00-00
Confirmation_of_suitable_route_314597.xlsx
Michael CollettDirector
Collett & Sons Ltd | Victoria Terminal | Albert Road | Halifax | HX2 0DF | UKTel: +44 (0)8456 255233 | Fax: +44 (0)8456 255244 |
Goods are accepted for carriage, lifting, storage, fulfilment and transport subject to the RHA, CMR, CPA, and BIFA Terms & Conditions.Copies of which are available from our website: http://www.collett.co.uk/index.php/sheq/accreditations-and-terms-conditions
From: Hughes, John Sent: 26 March 2018 11:59To: info at collettCc: Nick Hyde ; Chimwemwe BandaSubject: 2018-03-23 00-00 Confirmation_of_suitable_route_314597
Steven ManghamProposals such as in the attached have to be dealt with by due process.If you have not already done so you must submit a Special Order Notification to:-
Abnormal LoadsHighways England | The Cube | 199 Wharfside Street | Birmingham | B1 1RNTel: 0300 470 3102 Abnormal Loads Team Tel: 0300 470 3004Web: http://www.highways.gov.uk
I believe that this is done via ESDAL.
There are potentially twenty structures belonging to Highways England that may be affected by your proposal, though I note that you are avoiding some of the larger span structures in your attached proposal.
The structures potentially affected by your proposal are listed in the attached excel spreadsheet.We at Kier are unable to process your proposal further without a notification and Special Order reference from Highways England.
Regards
John Hughes Bsc. C.Eng MICE
2
Project Manager StructuresAbnormal Loads Coordinator Highways England Areas 6 and 8
Kier Services I Highways I Sandy Highways Depot, Beamish Close, Sandy SG19 1SDT: I 01223 255255 I E: [email protected] www.kier.co.uk
Connect with us I follow us on LinkedIn I like us on Facebook I follow us on Twitter I follow us on Google+ I follow us on InstagramOur values are enthusiastic, collaborative and forward-thinking
Kier Highways Limited I Registered in England No. 5606089Registered Office: Tempsford Hall, Sandy, Bedfordshire, SG19 2BD
1
Steven Mangham
From: Nicholson Katie on behalf of Network Rail Abnormal Loads <[email protected]>
Sent: 23 March 2018 13:20To: Steven ManghamSubject: QID 615 RE: Confirmation of Suitable Route - 314597
Hi Steven,
Your proposed movement does not affect any Network Rail owned road over rail bridges or tunnels therefore we have no objection to your proposed routes.
Please note we only check the load carrying capacity of Network Rail owned road over rail bridges affected we do not check anything else including:
Load carrying capacity of level crossings Clearance to bridge parapets Clearance under a rail bridge Clearance to overhead wires at level crossings
Many Thanks
Katie NicholsonAbnormal Loads AssistantAbnormal Loads Help Desk: 01908 783 140
Abnormal Loads | National Records Group | Route ServicesThe Quadrant | Elder Gate | Milton Keynes | MK9 1END 01908 783 140 | E [email protected] W Network Rail Abnormal Loads
From: Steven Mangham Sent: 20 March 2018 16:53To:
Subject: Confirmation of Suitable Route - 314597
Good Afternoon,
To Whom It May Concern:
Please find attached a Confirmation of Suitable Route request for Norfolk Vanguard.
Please note that, at present, we do not require a permit to move. This request is for information purposes only to ensure that the route is suitable to accept the axles loads proposed and to identify any potential structure issues there may be on the identified route.
If you could response in writing to [email protected] that would be much appreciated.
2
Kind Regards,
Steven ManghamConsulting Team Manager/Renewables Project Manager
Collett & Sons Ltd | Victoria Terminal | Albert Road | Halifax | HX2 0DF | UKTel: +44 (0)8456 255288 | Fax: +44 (0)8456 255244 |Email: [email protected] | Web: www.collett.co.uk
****************************************************************************************************************************************************************
The content of this email (and any attachment) is confidential. It may also be legally privileged or otherwise protected from disclosure. This email should not be used by anyone who is not an original intended recipient, nor may it be copied or disclosed to anyone who is not an original intended recipient.
If you have received this email by mistake please notify us by emailing the sender, and then delete the email and any copies from your system.
Liability cannot be accepted for statements made which are clearly the sender's own and not made on behalf of Network Rail.Network Rail Infrastructure Limited registered in England and Wales No. 2904587, registered office Network Rail, 2nd Floor, One Eversholt Street, London, NW1 2DN
****************************************************************************************************************************************************************
1
Steven Mangham
From: ETD Bridges Sent: 21 March 2018 12:15To: Steven ManghamSubject: RE: MOVING - NO DATE FW: Confirmation of Suitable Route - 314597
ABNORMAL LOAD
Hi Steven
I have checked the routes and do not see any problems with the proposed vehicle/axle loads travelling over the NCC owned structures on the route. NCC are not responsible for the structures on the A47 and you will need to contact Highways England for them to comment on the suitability of that part of the route.
Regards
Mark
Mark NorthBridge Network EngineerHighways & TransportCommunity and Environmental ServicesDirect Dial Telephone No: 01603 223804Direct Fax No: 01603 223305E-mail: [email protected] County CouncilGeneral enquiries: 0344 800 8020 or [email protected]: www.norfolk.gov.uk
From: Abnormal Loads Sent: 21 March 2018 08:56To: ETD Bridges Subject: MOVING - NO DATE FW: Confirmation of Suitable Route - 314597 ABNORMAL LOAD
From: Steven Mangham Sent: 20 March 2018 16:53To:
Subject: Confirmation of Suitable Route - 314597
Good Afternoon,
To Whom It May Concern:
Please find attached a Confirmation of Suitable Route request for Norfolk Vanguard.
2
Please note that, at present, we do not require a permit to move. This request is for information purposes only to ensure that the route is suitable to accept the axles loads proposed and to identify any potential structure issues there may be on the identified route.
If you could response in writing to [email protected] that would be much appreciated.
Kind Regards,
Steven ManghamConsulting Team Manager/Renewables Project Manager
Collett & Sons Ltd | Victoria Terminal | Albert Road | Halifax | HX2 0DF | UKTel: +44 (0)8456 255288 | Fax: +44 (0)8456 255244 |Email: [email protected] | Web: www.collett.co.uk
--
To see our email disclaimer click here http://www.norfolk.gov.uk/emaildisclaimer
Norfolk Boreas Offshore Wind Farm 8.8 Outline Traffic Management Plan May 2020 Page 11
11 APPENDIX 4 PILOT VEHICLE CONCEPT
HGV waiting tobe called byPilot vehicle.
Pilot vehicle stops at widening of road and stops oncoming traffic.
HGV travels todesignated passingplace.
HGV stops at thedesignated passinglocation.
Stationary oncoming trafficnow able to move pastwaiting HGV and pilotvehicle and continue ontheir journey.
Potential passing location (minimum of 6m road width).
6m
STAGE 1: HGV WAITS TO BE CALLED
Legend
NORFOLK VANGUARD OFFSHOREWIND FARM
Drg NoRevDateLayout
N
LAYOUT
TP-PB47476-DR011
02.05.18D0.1
Rev Date CommentBy
PILOT VEHICLE WITH PASSINGPLACES
PROJECT: TITLE:
STAGE 2: HGV TRAVELS TO DESIGNATEDPASSING PLACE
STAGE 3: PILOTMANOEUVRE IS REPEATEDOR (IF ROAD WIDTH PERMITS)HGV CONTINUES UNAIDED
Norfolk Boreas Offshore Wind Farm 8.8 Page 12
12 APPENDIX 5 B1149 TRAFFIC MANAGEMENT
Outline Traffic Management Plan May 2020
16.5m
5.5m
4.0m
1.5m
26.0m
11.8m
11.6m70°m
70°m
DCO ORDER LIMITS
REQUIRED RESURFACING
© Vattenfall Wind Power Ltd 2019. Contains Ordnance Survey data© Crown copyright and database rights 2019 Ordnance Survey 0100031673
153m2 resurfacing requiredto accommodate a 5.5mlane with a 1.5m clearancefrom works
B1149
Traffic sensitivity: Monday - Friday07:30 - 09:00 and 16:00 - 19:00
B1149 - Cable Crossing
205m
INDICATIVE CONES
430m
Humpback Bridge
B1159 / The Street Junction
NOTES
DRAWING No.
DRAWN CHECKED APPROVED
DATE
TITLE
REVISIONS
REV DATE DESCRIPTION CHK APP
REVISION
BY
Haskoning UK Ltd.
PROJECT
c
REPRODUCED FROM ORDNANCE SURVEY MAPS WITH PERMISSIONFROM THE CONTROLLER OF HM STATIONERY OFFICE. CROWNCOPYRIGHT RESERVED. LICENCE No. 100023422 2007.
CLIENT
DRAWING No.
SCALE AT A1 CLIENTS REF.
Rightwell House, BrettonPeterborough, Cambridgeshire, PE3 8DW
Tel +44(0)1733 334455Email [email protected]
www.royalhaskoningDHV.com
KEY
1. Do not scale from this drawing. all dimensions are in metres unlessnoted otherwise.
2. This drawing has been based upon Ordnance Survey Maps and RoyalHaskoning can not guarantee the accuracy of data.
3. This drawing is an update to PB4476-DR033, first issued in the NorfolkVanguard DCO application.
B1149 TRAFFIC MANAGEMENT(SOUTH WESTERN VERGE)
TP-PB5640-DR023
TP-PB5640-DR023
F1.0
23.01.20 1:250
RNE ADR ADR
NORFOLK BOREASOFFSHORE WIND FARM
FIRST ISSUEF1.0
Hatched markings would beprovided to narrow the livecarriageway lane width fortypical use.
Extracts from Traffic Signs Manual (2009)Chapter 8 Part 1
NOTES
DRAWING No.
DRAWN CHECKED APPROVED
DATE
TITLE
REVISIONS
REV DATE DESCRIPTION CHK APP
REVISION
BY
Haskoning UK Ltd.
PROJECT
c
REPRODUCED FROM ORDNANCE SURVEY MAPS WITH PERMISSIONFROM THE CONTROLLER OF HM STATIONERY OFFICE. CROWNCOPYRIGHT RESERVED. LICENCE No. 100023422 2007.
CLIENT
DRAWING No.
SCALE AT A1 CLIENTS REF.
Rightwell House, BrettonPeterborough, Cambridgeshire, PE3 8DW
Tel +44(0)1733 334455Email [email protected]
www.royalhaskoningDHV.com
B1149 TRAFFIC MANAGEMENT
TP-PB4476-DR024
TP-PB4476-DR024
F1.0
23.01.20 1:250
RNE ADR ADR
DRAFT - NOT FORCONSTRUCTION
This drawing has been based upon survey information supplied by.................,and the Denis Wilson can not guarantee the accuracy of data.
SouthboundSCALE - 1:250
ARTICULATED LORRY SWEPTPATH ANALYSIS
(SOUTH WESTERN VERGE)
NORFOLK BOREASOFFSHORE WIND FARM
KEY
1. Do not scale from this drawing. all dimensions are in metres unlessnoted otherwise.
2. This drawing has been based upon Ordnance Survey Maps and RoyalHaskoning can not guarantee the accuracy of data.
3. This drawing is an update to PB4476-DR034, first issued in the NorfolkVanguard DCO application.
ORDER LIMITS
FIRST ISSUEF1.0
CLIENT DWG No.
VEHICLE TRACKING
VEHICLE BODY SWEPT PATH (FORWARD GEAR)
VEHICLE CHASIS SWEPT PATH
A3
NorthboundSCALE - 1:250
REQUIRED RESURFACING
INDICATIVE CONES
NOTES
DRAWING No.
DRAWN CHECKED APPROVED
DATE
TITLE
REVISIONS
REV DATE DESCRIPTION CHK APP
REVISION
BY
Haskoning UK Ltd.
PROJECT
c
REPRODUCED FROM ORDNANCE SURVEY MAPS WITH PERMISSIONFROM THE CONTROLLER OF HM STATIONERY OFFICE. CROWNCOPYRIGHT RESERVED. LICENCE No. 100023422 2007.
CLIENT
DRAWING No.
SCALE AT A1 CLIENTS REF.
Rightwell House, BrettonPeterborough, Cambridgeshire, PE3 8DW
Tel +44(0)1733 334455Email [email protected]
www.royalhaskoningDHV.com
B1149 TRAFFIC MANAGEMENT
TP-PB5640-DR025
TP-PB5640-DR025
F1.0
23.01.20 1:250
RNE ADR ADR
DRAFT - NOT FORCONSTRUCTION
This drawing has been based upon survey information supplied by.................,and the Denis Wilson can not guarantee the accuracy of data.
TYPICAL AIL CABLE DRUMDELIVERY
SWEPT PATH ANALYSIS(SOUTH WESTERN VERGE)
NORFOLK BOREASOFFSHORE WIND FARM
KEY
1. Do not scale from this drawing. all dimensions are in metres unlessnoted otherwise.
2. This drawing has been based upon Ordnance Survey Maps and RoyalHaskoning can not guarantee the accuracy of data.
3. This drawing is an update to PB4476-DR035, first issued in the NorfolkVanguard DCO application.
4. Cable drum dimensions taken from Hornsea 3 Offshore Wind Farmdocument 'Main Construction Compound Access Strategy' September2018
5. Typical AIL vehicle used suitable for cable drum loadings.
ORDER LIMITS
FIRST ISSUED.01
CLIENT DWG No.
VEHICLE TRACKING
VEHICLE BODY SWEPT PATH (FORWARD GEAR)
VEHICLE CHASIS SWEPT PATH
A3
SouthboundSCALE - 1:250
NorthboundSCALE - 1:250
INDICATIVE CABLE DRUM SWEPT PATH
REQUIRED RESURFACING
INDICATIVE CONES
AIL deliveries to overrunhatched road markings andutilise full width of livecarriageway lane.
AIL deliveries to overrunhatched road markings andutilise full width of livecarriageway lane.
16.5m
5.5m
4.0m
1.5m
26.0m
11.0m
70°m
70°m
DCO ORDER LIMITS
REQUIRED RESURFACING
© Vattenfall Wind Power Ltd 2019. Contains Ordnance Survey data© Crown copyright and database rights 2019 Ordnance Survey 0100031673
150m2 resurfacing requiredto accommodate a 5.5mlane with a 1.5m clearancefrom works
B1149
Traffic sensitivity: Monday - Friday07:30 - 09:00 and 16:00 - 19:00
Extracts from Traffic Signs Manual (2009)Chapter 8 Part 1
B1149 - Cable Crossing
205m
INDICATIVE CONES
430m
Humpback Bridge
B1159 / The Street Junction
NOTES
DRAWING No.
DRAWN CHECKED APPROVED
DATE
TITLE
REVISIONS
REV DATE DESCRIPTION CHK APP
REVISION
BY
Haskoning UK Ltd.
PROJECT
c
REPRODUCED FROM ORDNANCE SURVEY MAPS WITH PERMISSIONFROM THE CONTROLLER OF HM STATIONERY OFFICE. CROWNCOPYRIGHT RESERVED. LICENCE No. 100023422 2007.
CLIENT
DRAWING No.
SCALE AT A1 CLIENTS REF.
Rightwell House, BrettonPeterborough, Cambridgeshire, PE3 8DW
Tel +44(0)1733 334455Email [email protected]
www.royalhaskoningDHV.com
KEY
1. Do not scale from this drawing. all dimensions are in metres unlessnoted otherwise.
2. This drawing has been based upon Ordnance Survey Maps and RoyalHaskoning can not guarantee the accuracy of data.
3. This drawing is an update to PB4476-DR026, first issued in the NorfolkVanguard DCO application.
B1149 TRAFFIC MANAGEMENT(NORTH EASTERN VERGE)
TP-PB5640-DR026
TP-PB5640-DR026
F1.0
23.01.20 1:250
RNE ADR ADR
NORFOLK BOREAS OFFSHOREWIND FARM
FIRST ISSUEF1.0
Hatched markings would beprovided to narrow the livecarriageway lane width fortypical use.
NOTES
DRAWING No.
DRAWN CHECKED APPROVED
DATE
TITLE
REVISIONS
REV DATE DESCRIPTION CHK APP
REVISION
BY
Haskoning UK Ltd.
PROJECT
c
REPRODUCED FROM ORDNANCE SURVEY MAPS WITH PERMISSIONFROM THE CONTROLLER OF HM STATIONERY OFFICE. CROWNCOPYRIGHT RESERVED. LICENCE No. 100023422 2007.
CLIENT
DRAWING No.
SCALE AT A1 CLIENTS REF.
Rightwell House, BrettonPeterborough, Cambridgeshire, PE3 8DW
Tel +44(0)1733 334455Email [email protected]
www.royalhaskoningDHV.com
B1149 TRAFFIC MANAGEMENT
TP-PB5640-DR027
TP-PB5640-DR027
F1.0
23.01.20 1:250
RNE ADR ADR
DRAFT - NOT FORCONSTRUCTION
This drawing has been based upon survey information supplied by.................,and the Denis Wilson can not guarantee the accuracy of data.
SouthboundSCALE - 1:250
ARTICULATED LORRY SWEPTPATH ANALYSIS
(NORTH EASTERN VERGE)
NORFOLK BOREAS OFFSHOREWIND FARM
KEY
1. Do not scale from this drawing. all dimensions are in metres unlessnoted otherwise.
2. This drawing has been based upon Ordnance Survey Maps and RoyalHaskoning can not guarentee the accuracy of data.
3. This drawing is an update to PB4476-DR037, first issued in the NorfolkVanguard DCO application.
ORDER LIMITS
FIRST ISSUEF1.0
CLIENT DWG No.
VEHICLE TRACKING
VEHICLE BODY SWEPT PATH (FORWARD GEAR)
VEHICLE CHASIS SWEPT PATH
A3
NorthboundSCALE - 1:250
REQUIRED RESURFACING
INDICATIVE CONES
NOTES
DRAWING No.
DRAWN CHECKED APPROVED
DATE
TITLE
REVISIONS
REV DATE DESCRIPTION CHK APP
REVISION
BY
Haskoning UK Ltd.
PROJECT
c
REPRODUCED FROM ORDNANCE SURVEY MAPS WITH PERMISSIONFROM THE CONTROLLER OF HM STATIONERY OFFICE. CROWNCOPYRIGHT RESERVED. LICENCE No. 100023422 2007.
CLIENT
DRAWING No.
SCALE AT A1 CLIENTS REF.
Rightwell House, BrettonPeterborough, Cambridgeshire, PE3 8DW
Tel +44(0)1733 334455Email [email protected]
www.royalhaskoningDHV.com
B1149 TRAFFIC MANAGEMENT
TP-PB5640-DR028
TP-PB5640-DR028
F1.0
23.01.20 1:250
RNE ADR ADR
DRAFT - NOT FORCONSTRUCTION
This drawing has been based upon survey information supplied by.................,and the Denis Wilson can not guarantee the accuracy of data.
TYPICAL AIL CABLE DRUMDELIVERY
SWEPT PATH ANALYSIS(NORTH EASTERN VERGE)
NORFOLK BOREAS OFFSHOREWIND FARM
KEY
1. Do not scale from this drawing. all dimensions are in metres unlessnoted otherwise.
2. This drawing has been based upon Ordnance Survey Maps and RoyalHaskoning can not guarantee the accuracy of data.
3. This drawing is an update to PB4476-DR034, first issued in the NorfolkVanguard DCO application.
4. Cable drum dimensions taken from Hornsea 3 Offshore Wind Farmdocument 'Main Construction Compound Access Strategy' September2018
5. Typical AIL vehicle used suitable for cable drum loadings.
ORDER LIMITS
FIRST ISSUEF1.0
CLIENT DWG No.
VEHICLE TRACKING
VEHICLE BODY SWEPT PATH (FORWARD GEAR)
VEHICLE CHASIS SWEPT PATH
A3
SouthboundSCALE - 1:250
NorthboundSCALE - 1:250
INDICATIVE CABLE DRUM SWEPT PATH
REQUIRED RESURFACING
INDICATIVE CONES
AIL deliveries to overrunhatched road markings andutilise full width of livecarriageway lane.
AIL deliveries to overrunhatched road markings andutilise full width of livecarriageway lane.
Norfolk Boreas Offshore Wind Farm 8.8 Page 13
13 APPENDIX 6 SCHEME OF HIGHWAY MITIGATION (B1145, CAWSTON)
Outline Traffic Management Plan May 2020
Ruin
Voluntary ControlledCawston
Primary School
Sports Pavilion
The Old Passage
3
Track
8
1
0
1
0
a
MP.25
Sports
Pavilion
El
Sub Sta
B
O
O
T
O
N
R
O
A
D
40.0m
Field House
6
5
6
3
a
5
8
W
I
L
L
I
A
M
2
3
4
0
6
3
C
L
O
S
E
4
6
5
7
4
8
B
U
S
H
5
9
5
9
a
1
3
2
0
6
2
7
3
3
LB
17
a
TCB
2
7
Scout
3
1
1
The Old
PO
E
l
S
u
b
S
t
a
GP
N
E
W
S
T
R
E
E
T
1
9
1
9
4
6
.
4
m
A
Y
L
S
H
A
M
R
O
A
D
7
l
2
14
2
9
2
0
Rectory
2
7
2
8
4
5
.5
m
1
2
9
1
7
b
1
C
L
O
S
E
3
S
t
ic
k
s
3
1A
The Willows
8
t
o
1
2
2
0
B
A
C
K
L
A
N
E
9
1
8
6
Bank
1
7
D
r
a
in
H
O
W
A
R
D
'
S
W
A
Y
2
GP
GP
48.5m
2
2
Goosepie
2
4
Stone
The Rectory
1
0
1
4
7
Hut
4
D
r
a
i
n
17
Homelea
C
e
m
e
t
e
r
y
A
M
E
S
C
O
U
R
T
6
8
1
1
1
8
Farm
H
O
W
A
R
D
5
1
A
l
l
o
t
G
d
n
s
7
1
6
M
A
R
S
H
A
L
L
5
7
5
5
a
5
15
9
9
Pond
5
8
2
0
2
9
1
7
D
r
a
in
35.0m
G
R
E
E
N
L
A
N
E
4
2
3
8
2
0
4
7
2
4
B
R
A
N
D
I
S
T
O
N
R
O
A
D
3
1
5
0
3
5
2
6
3
7
4
1
5
3
3
0
1
1
9
LB
9
J
U
B
I
L
E
E
C
L
O
S
E
6
2
4
6
(
T
r
a
c
k
)
7
5
3
3
6
2
7
N
O
R
W
I
C
H
R
O
A
D
1
5
6
0
3
1
4
5
7
1
4
4
5
4
7
3
2
1
8
11
3
4
2
1
7
b
C
H
U
R
C
H
1
7
L
A
N
E
(
P
H
)
6
1
1
O
l
d
S
c
h
o
o
l
H
o
u
s
e
8
6
1
Track
Pond
FAIRFIELDS
St Agnes Church
S
T
O
C
K
S
L
O
K
E
PYE
6
a
Church Cottage
1
3a
2
C
L
I
F
F
O
R
D
40.3m
C
L
O
S
E
GP
G
A
Y
F
O
R
D
R
O
A
D
2
T
h
e
B
e
l
l
1
8
1
1
7
a
8
1
2
b
3
13b
5
2
1
9
1
8
House
Green
Station
2
Corner
Bowling
4
9
Sewage
Pumping
9
4
4
1
9
1
9
a
N
O
R
W
I
C
H
R
O
A
D
M
A
R
S
H
A
M
S
C
O
U
R
T
1
3
Cawston Wesleyan Reform Chapel
T
r
a
c
k
T
r
a
c
k
PAUL
WAY
ENGELHARD
3
5
55
Loke
GP
Rose
Terrace
45.9m
3
7
Track
B
114
5
53b
53a
4
9
a
L
i
t
t
l
e
M
a
n
o
r
26
Cottage
1
4
40.8m
Nursery
53
3
9
t
o
4
1
7
59
42.6m
3
3
16
24
4
9
b
5
1
c
51b
51a
5
1
5
1
D
Oaks View
2
2
CHAPEL STREET
34
House
61
M
A
R
R
I
O
T
T
'
S
W
A
Y
1
44.9m
Hill
69
Glebe Crescent
Station House
Works
FRED
D
R
I
V
E
TUDDENHAM
Tanks
B
1
1
4
5
Recreation Ground
Skatepark
D
r
a
in
Aspen Vale
B
1
1
4
5 49.8m
Idano
D
r
a
in
42.2m
SEE DRAWING PB5640-DR016 FORCAWSTON VILLAGE CENTREINTERVENTION SCHEME
EXISTING UNCONTROLLED PEDESTRIANCROSSING TO BE IMPROVED
NEW LOCATION FOR 20MPH ZONE SIGNS(DIAG 674 AND 675A) AND NSL SPEEDLIMIT SIGN WITH NEW VILLAGE DESIGNEDGATEWAY FEATURE INC 'PEDESTRIANS INROAD AHEAD' SIGN (DIAG 544.1).
ROAD MARKINGS TO BE AGREED INCONSULTATION WITH NCC
20MPH ZONE SIGNS (DIAG 674AND 675A)
EXISTING LOCATION OFVEHICULAR ACTIVATED SIGN(VAS)
NEW VEHICULAR ACTIVATED SIGN(VAS) TO BE PROVIDED AT ALOCATION TO BE AGREED WITHNORFOLK COUNTY COUNCIL
20MPH ZONE (DIAG 674 AND 675A) &'PEDESTRIANS IN ROAD AHEAD' (DIAG 544.1)SIGNS TO BE INTRODUCED WITH VILLAGEDESIGNED GATEWAY FEATURE.
ROAD MARKINGS TO BE AGREED INCONSULTATION WITH NCC
20MPH ZONE SIGNS (DIAG 674, 675A)
EXISTING 30MPH / NSLSPEED LIMIT ANDVILLAGE SIGN TO BEREMOVED
EXISTING LOCATION OFSCHOOL WARNING SIGN
NOTES
DRAWING No.
DRAWN CHECKED APPROVED
DATE
TITLE
REVISIONS
REV DATE DESCRIPTION CHK APP
REVISION
BY
Haskoning UK Ltd.
PROJECT
c
REPRODUCED FROM ORDNANCE SURVEY MAPS WITH PERMISSIONFROM THE CONTROLLER OF HM STATIONERY OFFICE. CROWNCOPYRIGHT RESERVED. LICENCE No. 100023422 2007.
CLIENT
DRAWING No.
SCALE AT A1 CLIENTS REF.
Rightwell House, BrettonPeterborough, Cambridgeshire, PE3 8DW
Tel +44(0)1733 334455Email [email protected]
www.royalhaskoningDHV.com
CAWSTON HIGHWAYINTERVENTION SCHEME
TP-PB5640-DR015
TP-PB5640-DR015
F2.0
03.01.2019 1:2000
RNE ADR ADR
This drawing has been based upon survey information supplied by.................,and the Denis Wilson can not guarantee the accuracy of data.
DRIVER AWRENESS WORKS ON B1145SCALE - 1:1000
APPROACH DRIVERAWARENESS WORKS ON B1145
NORFOLK BOREASOFFSHORE WIND FARM
FIRST ISSUE
CLIENT DWG No.
1. Do not scale from this drawing. All dimensions are in metres unlessnoted otherwise.
2. This drawing has been based upon Ordnance Survey Maps and RoyalHaskoning can not guarantee the accuracy of data.
3. Access for pedestrians and cyclists is to be maintained at all times.accesses to properties are to be maintained and works programmed inconsultation with property owners.
4. Road markings and road signs are to be in accordance with the SIdocument "Traffic Signs Regulations and General Directions, 2016".
5. For details of signs refer to 'Sign Schedule' drawing PB5640-DR020.
UPDATED TO SUIT STAGE 1 RSARNE FEB'20 RNE ADR ADR
The Old Passage
3
8
LB
1
7
a
2
7
Scout
3
1
1
The Old
PO
GP
N
E
W
S
T
R
E
E
T
9
7
l
2
14
2
9
2
0
Rectory
2
8
4
5
.5
m
1
1
7
b
1
C
L
O
S
E
3
S
t
ic
k
s
3
1A
The Willows
8
t
o
1
2
B
A
C
K
L
A
N
E
Bank
Stone
7
Hut
4
A
M
E
S
C
O
U
R
T
6
H
O
W
A
R
D
5
A
l
l
o
t
G
d
n
s
M
A
R
S
H
A
L
L
5
7
5
5
a
5
C
H
U
R
C
H
1
7
L
A
N
E
(
P
H
)
O
l
d
S
c
h
o
o
l
H
o
u
s
e
1
FAIRFIELDS
St Agnes Church
S
T
O
C
K
S
L
O
K
E
Church Cottage
1
3a
2
40.3m
GP
T
h
e
B
e
l
l
1
1
2
b
3
13b
4
1
9
1
9
a
N
O
R
W
I
C
H
R
O
A
D
M
A
R
S
H
A
M
S
C
O
U
R
T
1
3
Asphalt
Grass
Fence P/R
Fence P/R
Grass
Fenc
e P/
R
BushesG
rass
Asphalt
Fence P/RBushes
Grass
Fenc
e C
/L
Building
SettsBuilding
Building
Brick Wall
Building
Build
ing
Fenc
e C/B
Concrete
Aspha
lt
Asphalt
AsphaltBlock Paving
Block Paving
Brick Wall
Asph
alt
Building
Brick Wall
Asphalt
Building
Fence C/L
Fence C/L
Fence C/L
Fence C/L Asphalt
Concrete
Building
Concrete
Building
Asphalt Conc Wall
Building
Conc Wall
Asphalt
BuildingBrick Wall
Asphalt
Brick Wall Building
AsphaltBuilding
Buildin
g
Asph
alt
Railing
Railin
g
Railin
gAs
phalt
Asph
alt
Bric
k W
all
Asph
alt
Bric
k W
all
Brick Wall
Brick Wall
Gravel Brick Wall
Building
Brick Wall
Brick Wall
Brick Wall
Bushes
BrickWall
Timber
Brick Wall
Brick Wall
Brick WallBushes
Fence P/R
Fence C/B
Grass
Grass
Asphalt
Asphalt
Asphalt
Asphalt
Con
cret
e
Asphalt
Asphalt
Grass
Grass
Grass
Fence C/B
Fence C/B
Brick Wall
Brick Wall
Gra
ss
Brick WallGrass
Building
Grass
Building
Brick Wall
Bric
k W
allBr
ick
Wal
l
Asphalt
Brick Wall
Brick Wall Asphalt
Asphalt
Building
Building
AsphaltDC
hnl
Building
DC
hnl
Asphalt
Building
AsphaltBrick Wall
Brick Wall
Brick WallBuilding
Asphalt
Building Position Only
Building
B1145 Aylsham Road30mph Speed Limit
Fairf
ield
s 30
mph
Spe
ed L
imit
Mar
shal
l How
ard
Clos
e30
mph
Spe
ed L
imit
New Street30mph Speed Limit
Nor
wic
h R
oad
30m
ph S
peed
Lim
it
Chapel Street
30mph Speed Limit
Chap
el S
treet
30m
ph S
peed
Lim
it
Chap
el S
treet
30m
ph S
peed
Lim
it
Chu
rch
Lane
30m
ph S
peed
Lim
it
Booton
Roa
d
30mph
Speed
Limit
B1145 Aylsham Road
30mph Speed Lim
it
Bench
Bench
Build
ing
Building
Building
Grass
Brick Wall
Grid
Brick Wall
Building
Brick Wall
STNPLS1
STNPLS2
STNPLS3
STNPLS4
STNPLS5
STNPLS6
45.3
9
45.4545.4545.4
3
45.4
245.42
45.42
45.51
45.57
45.59 45.5
845
.59
45.57
45.57
45.50
45.57
45.55
45.53
45.50
45.4645.41
45.3945.3
8
45.2
4
45.0
3
44.8
4
44.6
0
44.4
9
44.4
6
44.3
844.3
744.3
6
44.2
3
44.0
8
43.8
8
43.7143
.68
43.50
43.32
43.30
43.1
9
43.0
7
42.9
7
44.0
2
44.1
5
44.3
3
44.5
2
44.7
6
44.8
3
45.00
45.00
45.00
45.03
45.08
45.10
45.10
45.2
8
45.2
4
45.2
2 45.21
45.19
45.18
45.21
45.2
3
45.2
6
45.3
1
45.30
45.29
45.32
45.34
45.34
45.35
45.36
45.38
45.42
45.44
42.12
42.27
42.41
42.63
42.67
42.69
42.70
42.71
42.75
42.76
42.76
42.81
42.86
42.03
42.02
42.07
42.10
42.16
42.2542.26
42.3042.31
42.36
42.39
42.31
42.2242.17
42.02
42.03
41.9
2
41.8
6
41.8
4
41.7
4
41.6
4
41.6
341.5
3
41.4
5
41.4
2
41.3
3
41.3
141.1
641.0
1
41.0
0
40.8
740.8
5
40.6
8
40.6
5
40.4
840.4
3
40.3
340.3
340.2
6
40.0
2
39.8
5
39.7
9
39.7
9
39.7
8
39.7
8
39.7
6
39.7
5
39.7
139.7
0
39.7
0
39.67
39.64
39.61
39.56
39.64
39.72
39.75
39.78
39.76
39.79
39.82
39.84
39.88
39.90
41.8
5
41.3
9
41.4
2
41.4
9
41.6
8
41.7
4
41.8
9
42.0
5
42.2
0
42.2
2
42.3
0
42.3
0
42.4
5
42.6
4
42.6
5
42.7
0
42.7
1
42.7
9
42.8
3
42.8
5
42.8
6
42.9
0
43.05
43.23
43.49
43.66
43.67
43.76
43.82
45.5
7
45.5
5
45.6
2
45.7
045
.69
45.6
3
45.6
4
45.6
5
45.61
45.60
45.56
45.5345.4845.47
45.35
45.13
44.95
44.72
44.64
44.53
44.43
44.47
44.45
44.33
44.15
43.98
43.79
43.77
43.63
43.43
43.31
44.89
45.05
45.08
45.13
45.16
45.17
45.25 45.3145.27 45.31 45.34 45.36
45.39
45.41
45.4045.35
45.3745.44
45.4645.44
45.3945.45
45.4
6
42.2
3
42.3
4
42.5
0
42.7
3
42.7
642
.78
42.8342.76
42.7642.78
42.87
42.92
42.93
42.1
3
42.1
5
42.1
7
42.18
42.24
42.33
42.27
42.33
42.43
42.48
42.48
42.39
42.29
42.18
42.0442.0941.9941.9541.8641.77
41.6641.7341.65
41.5541.42
41.3541.39
41.27
41.1441.05
40.9340.85
40.7040.74
40.56
40.47
40.3740.41
40.34
40.07
39.93
39.87
39.81
39.79
39.86
39.85
39.78
39.74
39.81
39.79
39.75
39.73
39.70
39.66
39.75
39.84
39.87
39.86
39.76
39.79
39.84
39.89
39.97
40.00
41.83 41.8842.01
41.43 41.47 41.56
41.77 41.86
41.99
42.18
42.32 42.2742.34
42.45
42.59
42.76
42.82
42.8642.78
42.8442.95
42.99
42.98
43.03
43.18
43.37
43.59
43.82
43.7543.81
43.82
BL
POST
POST
POST
POST
BL26
45.6
4
45.6
5
G
G
G
G
G
G
G
G
G
G
G
G
44.16
43.80
44.52
44.95
45.27
43.96
42.84
42.95
42.07
41.91
42.30
42.12
43.96
44.01
44.0
2
Gate
Gate
Gate
Gate
Gate
Gate
Gate
44.01
44.20
44.3244.33
44.34
44.44
44.53
44.55
44.66
44.71
44.64
44.73
44.8
7
44.9
7
45.34
45.2
6
45.3
1
45.32
44.8
2
44.73
44.8544.95 44.94
44.98
45.1
0
45.0
9
45.03
45.10
45.20
45.19
45.2
245
.16
45.45
45.30
45.36
45.21
45.32
45.49
45.48
45.45
45.44
45.4145.36
45.3445.35
45.43
45.5445.56
45.71
45.7
4
45.7
4
45.66
45.59
45.60
45.47
45.5
1
FEED
SP
SP
SPSP
SP
SP
45.63
45.52
45.23
45.32
45.49
45.65
45.72
45.63
42.52
42.66
42.59
42.53
42.36
42.40
45.51
45.15
44.89
LP
LP
44.70
44.85
44.94
45.09
45.21
45.25
45.35
45.4
8
45.35
45.30
MH45.45
MH45.29
MH44.55
MH44.31
MH45.39
MH45.44
MH43.35
MH43.29
MH42.52
MH42.37
MH42.69
MH42.87
MH42.11
SV
SV
SV
SV
SV
SV
BT
BT
BT
BT
BT
BTBT
BT
SP20
44.08
44.32
45.10
45.18
45.02
45.14 45.15
45.11
42.78
42.75
45.1145.12
45.1445.16
45.2145.23
45.27
42.6
942
.68
42.6
642
.63
42.5
7
45.59
45.72
45.7445.60
45.6045.56
45.56
45.35
44.01
43.95
42.69
42.76
42.80
45.36
43.92
44.00
44.66
44.30
44.3643.93
44.01
44.0
8
44.3
6
44.3
644
.01
42.98
43.09
43.22
43.37
43.40
43.52
43.52
43.6443.64
43.75
43.85
43.84
43.8643.94
44.16
44.2
944
.43
W
WW
W
W
WW
WW
W
W
W
STEP
STEP
STEP
STEP
STEP
STEP
STEP
43.58
43.67
43.84
42.30
42.97
42.81
42.48
SPSP
SPSP
43.78
43.62
43.54
43.46
42.10 42.14
42.17
42.2
2
MPMPMPMPC
abinet
CabinetCabinet
Cabinet CabinetCabinet
42.3
1
42.2
0
42.1
1
42.2
6
42.2
5
42.1
5
42.32
42.33
42.34
42.38
42.39
42.40
42.41
42.42
42.41
42.33
42.29
42.2342.4042.21
42.07
42.00
42.51
42.48
42.6
0
42.6
8
42.6
9
42.62
42.45
42.39
42.49
42.48
FH
41.69 41.80
41.8
2
42.0
2
42.25
42.42
42.52
41.4341.86
41.82 41.7741.93 42.37
42.3642.13
42.24 42.2442.28
42.32 42.33
42.3
5
Door
Door
42.52
42.50
42.39
42.40
42.39
42.35
42.2
542
.21
42.2
1
42.1
7
42.1
8
42.1
8
42.1
5
42.1
5 42.1
4
42.1
3
MH42.33
MH42.38
TP
42.98
42.9842.8
942.8
743.0643.04
42.90
42.89
42.87
42.81
43.10
43.0942.72
42.4
6
42.7243.12
42.92
42.3
2
42.3
342
.37
42.3
2
42.4
042
.41
42.3
9
42.4
8
42.5
5
42.5
642
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KO42.11
42.3842.52
42.0142.38
41.6641.85
Door
Door
42.98
45.37
46.67
46.71
46.46
Gate43.32
43.42
43.21
43.20
43.15
43.05
42.96
42.99
42.95
42.90
42.96
42.96
42.95
42.8
342
.77
42.7
6
42.6
9
42.5
3
Door
Door
Door
41.1
941.0
8
40.9
4
40.6
5
40.4
1
40.40
40.36
40.37
40.47
40.46
40.41
40.38
40.30
40.29
40.2540.20
40.1040
.0940.0
7
40.0
2
40.0
2
39.8
9
39.7
939.6
339.4
6
39.4
0
39.3739.35
39.25
39.17
39.20
39.24
39.39
39.32
39.38
39.52
39.59
39.5639.58
39.57
39.58
39.55
39.54
39.54
39.58
39.61
39.61
39.62
39.77
39.85
39.94
40.67
40.84
41.21
41.14
41.04
40.76
40.4840.42
40.36
40.5
840
.49
40.4
4
40.5040.42
40.4140.26
40.21
40.12
40.19
40.17
40.13
40.09
39.99
39.88
39.70
39.5539.4939.44
39.39
39.36
39.33
39.30
39.35
39.4
7
39.6
1
39.69
39.60
39.59
39.58
39.61
39.6
5
39.71
39.67
39.71
39.71
39.71
39.8639.85
39.81
39.79
G
GG
G
G
G
G
G
G
G
G
G
G
40.96
40.3240.02
40.97
39.26
39.26
39.56
39.48
39.61
39.55
39.83
39.75
39.84
W
W
W
W
W
W
W
W
W
W
BT
BT
BT
39.8
9
39.8939.86 40.03
GateGate
Gate
Gate
Gate
Gate
Gat
e
GateGate
39.9039.95
39.96
41.3041.37
41.4
8
39.96
39.92
40.35 40.43
40.65
40.7840.88
40.7740.76
40.7640.89 Door
Door
Door
Door
40.90
41.08
STEP
STEP
STEP
STEP
41.08
41.06
40.82
39.73
41.16
41.29
40.55
40.39
39.7939.80
41.51 41.65
39.5
5
39.4
6
41.38
BBBBBB
B
B
40.9440.98
39.98
39.90
39.86
39.81
39.74
39.68
39.63
39.59
39.61
39.67
39.71
39.74
39.78
39.82
39.84
39.89
39.95
40.04
40.16
40.30
40.47
40.62
40.83
40.96
41.07
41.21
41.33
41.48
41.66
41.78
41.96
42.10
42.26
42.48
42.63
42.71
42.79
42.87
42.91
43.02
43.14
43.22
43.35
43.45
43.59
43.74
43.88
44.00
44.13
44.19
44.29
44.37
44.48
44.60
44.71
44.83
44.94
45.00
45.09
45.16
45.21
45.33
45.38
45.43
MH41.22
MH41.17
MH40.35MH
40.24
MH39.77
MH39.31
MH39.46
MH39.66
MH39.79
40.5
9
40.50
40.56
40.34
41.27
40.41
40.32
40.24
40.19
40.14
40.0440.07
39.62
TP
40.11
40.15
40.2
3
40.2
2
40.2
5
40.4
640
.54
39.5
1
39.3
9
39.81
39.85
39.84 39.8
4
41.36
41.29
41.2641.27
41.17
41.1841.05
41.0040.9940.86
40.86
40.7640.7240.62
40.68
40.56
40.4
5
40.5
6
39.53
39.55
39.58
39.74
39.94
40.52
39.96
40.0040.03
40.1140.16
40.21
40.36
KO39.16
39.42
39.34
39.39
39.45
39.48 39.54 39.57
39.70
39.7439.88
39.95
39.9039.95
MP MP
39.79
39.72
39.68
39.67
39.69
39.60
39.66
39.52
39.45
39.38
39.34
39.29
39.29
39.27
39.27
39.29
FH
SV
39.50
39.38
39.36
39.4839.61
39.85
40.12
39.96
RP
39.4
6
39.44
39.42
SP
39.83
39.8039.82
LP39.69
39.68
39.6
8
39.5
8
40.02
40.2
4
40.21
40.17
40.18
40.18
40.65
40.71
40.46
SP
40.04
39.9839.95
39.9840.03 40.11 40.35
40.47
40.42
40.4740.47
40.47
40.42
40.10
40.1
3
40.1
7
40.20
40.41
40.5
040
.53
40.61
40.65
39.96
39.88
39.94
Door
39.87
39.77
39.72
39.73
39.73
41.34
G39.77
G39.58
G39.85
ATTACH 'NO WAITING' SIGN (DIAG 639-A)TO EXISTING LAMP POST
INSTALL LOW LEVEL POST & 'NOWAITING' SIGN (DIAG 639-A) ADJACENTTO EXISTING BRICK WALL
INSTALL LOW LEVEL POST & 'NO WAITING'SIGN (DIAG 639-A) ADJACENT TO EXISTING
TELEGRAPH POLE
INSTALL LOW LEVEL POST & 'NOWAITING' SIGN (DIAG 639-C)ADJACENT TO BRICK WALL
INSTALL LOW LEVEL POST & 'NOWAITING' SIGN (DIAG 639-A) ADJACENT
TO BUILDING WALL
INSTALL LOW LEVEL POST & 'NOWAITING' SIGN (DIAG 639-A)ADJACENT EXISTING FENCE
INSTALL LOW LEVEL POST & 'NO WIATING'SIGN ADJACENT TO BUILDING WALL
INSTALL POST & '20MPH ZONE' SIGN (DIAG 674) LOCATEDNEXT TO RESIDENTIAL PROPERTY WALL AT THE BACK OFTHE FOOTWAY UTILISING A CANTILEVERED RECTANGULARBACKING BOARD THUS MAXIMISING AVAILABLE FOOTWAYWIDTH
ATTACH '20 MPH ZONE ENDS' SIGN (DIAG675A)TO EXISTING TRAFFIC SIGN POST.
SIGNAGE TO BE KEPT CLEAR OF VEGETATION.
INSTALL 20MPH ZONE POST & 20MPH ZONESIGNS (DIAG 674 AND 675A) BACK TO BACK.SIGNAGE TO BE KEPT CLEAR OF VEGETATION.
ATTACH '20 MPH ZONE' SIGNS (DIAG 674) TOEXISTING TRAFFIC SIGN POSTS.
SIGNAGE TO BE KEPT CLEAR OF VEGETATION.
INSTALL POST & '20MPH ZONE ENDS' SIGNS(DIAG 675A) WITHIN VERGE.SIGNAGE TO BE KEPT CLEAR OF VEGETATION
REALIGNED GIVEWAY MARKINGS (DIAG 1003,1004, 1009 & 1023) REDUCTION OF PARKING AREAPROVIDING SUITABLE AREA FOR TWO-WAYMOVEMENT OF HGVS.
LINE MARKING THICKNESS AS EXISTING.
1m
0.6m
EXISTING PARKING TO REMAIN (5 CARS)
18.5
36.8
EXTENT OF MARKED PARKING TOCATER FOR A MINIMUM OF 3VEHICLES (CAR)
EXTENT OF MARKEDPARKING AREA TO CATERFOR A MINIMUM OF 6VEHICLES (CARS)
12.4
17.9
20MPH SPEED RESTRICTIONSEE DRAWING PB5640-DR015TO CONFIRM THE FULL EXTENTS
20MPH SPEED RESTRICTIONSEE DRAWING PB5640-DR015 TOCONFIRM THE FULL EXTENTS
EXTENT OF VERGE VEGETATION CLEARANCE/CUT BACK WITHINHIGHWAY LAND AND VERGE.
ANY PROPOSED CUT BACK OF CAWSTON CONSERVATION AREATREE CA6 TO BE DISCUSSED AND AGREED WITH BROADLAND
DISTRICT COUNCIL IN ADVANCE OF WORKS
EXTENT OF MARKEDPARKING TO CATER
FOR 2 VEHICLES (CAR)
EXTENT OF MARKEDPARKING TO CATER
FOR 3 VEHICLES (CAR)
INSTALL POST & 'NO WAITING' SIGN (DIAG 639-B)WITHIN VERGE.SIGNAGE TO BE KEPT CLEAR OF VEGETATION
EXTENT OF VERGE VEGETATIONCLEARANCE/CUT BACK WITHINHIGHWAY LAND AND VERGE.
2m
2m
INSTALL POST & 'ROAD NARROWS' SIGN (DIAG516) AND ASSOCIATED 'VEHICLES IN THEMIDDLE OF THE ROAD' (DIAG 575) 'PEDESTRIANSIN ROAD AHEAD' SIGN (DIAG 544.1) WITHINVERGE.
SIGNAGE TO BE KEPT CLEAR OF VEGETATION.
INSTALL POST & 'ROAD NARROWS' SIGN (DIAG 516)AND ASSOCIATED 'VEHICLES IN THE MIDDLE OFTHE ROAD' (DIAG 575) WITHIN VERGE.SIGNAGE TO BE KEPT CLEAR OF VEGETATION.
EXTENT OF VERGE VEGETATIONCLEARANCE/CUT WHICH
ENCROACHES ONTO HIGHWAY LAND.
NOTES
DRAWING No.
DRAWN CHECKED APPROVED
DATE
TITLE
REVISIONS
REV DATE DESCRIPTION CHK APP
REVISION
BY
Haskoning UK Ltd.
PROJECT
c
REPRODUCED FROM ORDNANCE SURVEY MAPS WITH PERMISSIONFROM THE CONTROLLER OF HM STATIONERY OFFICE. CROWNCOPYRIGHT RESERVED. LICENCE No. 100023422 2007.
CLIENT
DRAWING No.
SCALE AT A1 CLIENTS REF.
Rightwell House, BrettonPeterborough, Cambridgeshire, PE3 8DW
Tel +44(0)1733 334455Email [email protected]
www.royalhaskoningDHV.com
CAWSTON HIGHWAYINTERVENTION SCHEME
TP-PB5640-DR016
TP-PB5640-DR016
F2.0
03.01.2020 1:500
RNE ADR ADR
This drawing has been based upon survey information supplied by.................,and the Denis Wilson can not guarantee the accuracy of data.
CAWSTON VILLAGE CENTRE - B1145SCALE - 1:500
CAWSTON VILLAGE CENTRE
NORFOLK BOREASOFFSHORE WIND FARM
FIRST ISSUE
CLIENT DWG No.
1. Do not scale from this drawing. all dimensions are in metres unlessnoted otherwise.
2. This drawing has been based upon Ordnance Survey Maps andTopographical Survey information and Royal Haskoning can notguarantee the accuracy of data.
3. Services are to be protected in accordance with the requirements of therelevant statutory authorities.
4. Access for pedestrians and cyclists is to be maintained at all times.accesses to properties are to be maintained and works programmed inconsultation with property owners.
5. Road markings and road signs are to be in accordance with the SIdocument "Traffic Signs Regulations and General Directions, 2016".
6. For details of signs refer to 'Sign Schedule' drawing PB5640-DR020.7. All signs to be designed to minimum allowable sizes to fit into the
conservation area of Cawston.8. All proposed post and signs to be located to minimise street clutter,
conservation impact and not to compromise footway widths.9. HGV construction movements to be restricted to 9am to 3pm and 4pm
to 6pm only.10. All vegetation clearance and cutback to comply with Norfolk County
Councils policy of grass cutting of visibility splays . Requiring amaintenance regime of five cuts between May and September in urbanareas (defined as roads subject to less than a 40mph speed limit).
DESIGNATED PARKING BAY LINE MARKINGS (DIAG 1028)
ROAD RESURFACING WORKS TO BE COMPLETED TO HIGHSTREET INCLUDING IRONWORKS RAISING AND LEVELING INAGREEMENT WITH NORFOLK COUNTY COUNCIL
REALIGNED ROAD MARKINGS
GENERAL KEY
SINGLE YELLOW LINE MARKINGS (50mm THICKNESS) (DIAG1017)SINGLE WHITE LINE MARKINGS (50mm THICKNESS) (DIAG1026.1)
VEGETATION CLEARANCE / CUT BACK(SEE NOTE 10 FOR SCHEDULE OF TIMINGS)
NOT FORCONSTRUCTION
UPDATED TO SUIT STAGE 1 RSARNE FEB'20 RNE ADR ADR
The Old Passage
8
LB
1
7
a
2
7
Scout
3
1
1
The Old
PO
GP
N
E
W
S
T
R
E
E
T
9
7
l
2
14
2
9
2
0
Rectory
2
8
4
5
.5
m
1
1
7
b
1
C
L
O
S
E
3
S
t
ic
k
s
3
1A
The Willows
8
t
o
1
2
Bank
Stone
Hut
A
M
E
S
C
O
U
R
T
H
O
W
A
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D
5
M
A
R
S
H
A
L
L
5
5
a
5
C
H
U
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H
1
7
L
A
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E
(
P
H
)
O
l
d
S
c
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o
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l
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o
u
s
e
1
FAIRFIELDS
St Agnes Church
S
T
O
C
K
S
L
O
K
E
Church Cottage
1
3a
2
40.3m
GP
T
h
e
B
e
l
l
1
1
2
b
3
13b
4
1
9
1
9
a
N
O
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W
I
C
H
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O
A
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A
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S
H
A
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S
C
O
U
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T
3
Rose
3
7
L
i
t
t
l
e
M
a
n
o
r
Cottage
3
9
t
o
4
1
Asphalt
Grass
Fence P/R
Fence P/R
Grass
Fenc
e P/
R
BushesG
rass
Asphalt
Fence P/RBushes
Grass
Fenc
e C
/L
Building
SettsBuilding
Building
Brick Wall
Building
Build
ing
Fenc
e C/B
Concrete
Aspha
lt
Asphalt
AsphaltBlock Paving
Block Paving
Brick Wall
Asph
alt
Building
Brick Wall
Asphalt
Building
Fence C/L
Fence C/L
Fence C/L
Fence C/L Asphalt
Concrete
Building
Concrete
Building
Asphalt Conc Wall
Building
Conc Wall
Asphalt
BuildingBrick Wall
Asphalt
Brick Wall Building
AsphaltBuilding
Buildin
g
Asph
altRailing
Railin
g
Railin
gAs
phalt
Asph
alt
Bric
k W
all
Asph
alt
Bric
k W
all
Brick Wall
Brick Wall
Gravel Brick Wall
Building
Brick Wall
Brick Wall
Brick Wall
Bushes
BrickWall
Timber
Brick Wall
Brick Wall
Brick WallBushes
Fence P/R
Fence C/B
Grass
Grass
Asphalt
Asphalt
Asphalt
Asphalt
Con
cret
e
Asphalt
Asphalt
Grass
Grass
Grass
Fence C/B
Fence C/B
Brick Wall
Brick Wall
Gra
ss
Brick WallGrass
Building
Grass
Building
Brick Wall
Bric
k W
allBr
ick
Wal
l
Asphalt
Brick Wall
Brick Wall Asphalt
Asphalt
Building
Building
AsphaltDC
hnl
Building
DC
hnl
Asphalt
Building
AsphaltBrick Wall
Brick Wall
Brick WallBuilding
Asphalt
Building Position Only
Building
B1145 Aylsham Road30mph Speed Limit
Fairf
ield
s 30
mph
Spe
ed L
imit
Mar
shal
l How
ard
Clos
e30
mph
Spe
ed L
imit
New Street30mph Speed Limit
Nor
wic
h R
oad
30m
ph S
peed
Lim
it
Chapel Street
30mph Speed Limit
Cha
pel S
treet
30m
ph S
peed
Lim
it
Chap
el S
treet
30m
ph S
peed
Lim
it
Chu
rch
Lane
30m
ph S
peed
Lim
it
Booton
Roa
d
30mph
Speed
Limit
B1145 Aylsham Road
30mph Speed Lim
it
Bench
Bench
Build
ing
Building
Building
Grass
Brick Wall
Grid
Brick Wall
Building
Brick Wall
STNPLS1
STNPLS2
STNPLS3
STNPLS4
STNPLS5
STNPLS6
45.3
9
45.4545.4545.4
3
45.4
245.42
45.42
45.51
45.57
45.59 45.5
845
.59
45.57
45.57
45.50
45.57
45.55
45.53
45.50
45.4645.41
45.3945.3
8
45.2
4
45.0
3
44.8
4
44.6
0
44.4
9
44.4
6
44.3
844.3
744.3
6
44.2
3
44.0
8
43.8
8
43.7
143.68
43.50
43.32
43.30
43.1
9
43.0
7
42.9
7
44.0
2
44.1
5
44.3
3
44.5
2
44.7
6
44.8
3
45.0
0
45.00
45.00
45.03
45.08
45.10
45.10
45.2
8
45.2
4
45.2
2 45.21
45.19
45.18
45.21
45.2
3
45.2
6
45.3
1
45.30
45.29
45.32
45.34
45.34
45.35
45.36
45.38
45.42
45.44
42.12
42.27
42.41
42.63
42.67
42.69
42.70
42.71
42.75
42.76
42.76
42.81
42.86
42.03
42.02
42.07
42.10
42.16
42.2542.26
42.3042.31
42.36
42.39
42.31
42.2242.17
42.02
42.03
41.9
2
41.8
6
41.8
4
41.7
4
41.6
4
41.6
341.5
3
41.4
5
41.4
2
41.3
3
41.3
141.1
641.0
1
41.0
0
40.8
740.8
5
40.6
8
40.6
5
40.4
8
40.4
3
40.3
340.3
340.2
6
40.0
2
39.8
5
39.7
9
39.7
9
39.7
8
39.7
8
39.7
6
39.7
5
39.7
139.7
0
39.7
0
39.67
39.64
39.61
39.56
39.64
39.72
39.75
39.78
39.76
39.79
39.82
39.84
39.88
39.90
41.8
5
41.3
9
41.4
2
41.4
9
41.6
8
41.7
4
41.8
9
42.0
5
42.2
0
42.2
2
42.3
0
42.3
0
42.4
5
42.6
4
42.6
5
42.7
0
42.7
1
42.7
9
42.8
3
42.8
5
42.8
6
42.90
43.05
43.23
43.49
43.66
43.67
43.76
43.82
45.5
7
45.5
5
45.6
2
45.7
0
45.6
9
45.6
3
45.6
4
45.6
5
45.61
45.60
45.56
45.5345.4845.47
45.35
45.13
44.95
44.72
44.64
44.53
44.43
44.47
44.45
44.33
44.15
43.98
43.79
43.77
43.63
43.43
43.31
44.89
45.05
45.08
45.13
45.16
45.17
45.25 45.3145.27 45.31 45.34 45.36
45.39
45.41
45.4045.35
45.3745.44
45.4645.44
45.3945.45
45.4
6
42.2
3
42.3
4
42.5
0
42.7
3
42.7
642
.78
42.83 42.7642.76
42.7842.87
42.92
42.93
42.1
3
42.1
5
42.1
7
42.1
8
42.24
42.33
42.27
42.33
42.43
42.48
42.48
42.39
42.29
42.18
42.0442.0941.9941.9541.8641.77
41.6641.7341.65
41.5541.42
41.3541.39
41.27
41.1441.05
40.9340.85
40.7040.74
40.56
40.47
40.3740.41
40.34
40.07
39.93
39.87
39.81
39.79
39.86
39.85
39.78
39.74
39.81
39.79
39.75
39.73
39.70
39.66
39.75
39.84
39.87
39.86
39.76
39.79
39.84
39.89
39.97
40.00
41.83 41.8842.01
41.43 41.47 41.56
41.77 41.86
41.99
42.18
42.32 42.2742.34
42.45
42.59
42.76
42.82
42.8642.78
42.8442.95
42.99
42.98
43.03
43.18
43.37
43.59
43.82
43.7543.81
43.82
BL
POST
POST
POST
POST
BL26
45.6
4
45.6
5
G
G
G
G
G
G
G
G
G
G
G
G
44.16
43.80
44.52
44.95
45.27
43.96
42.84
42.95
42.07
41.91
42.30
42.12
43.96
44.01
44.0
2
Gate
Gate
Gate
Gate
GateGat
e
Gate
44.01
44.20
44.3244.33
44.34
44.44
44.53
44.55
44.66
44.71
44.64
44.73
44.8
7
44.9
7
45.34
45.2
6
45.3
1
45.32
44.8
2
44.73
44.8544.95 44.94
44.98
45.1
0
45.0
9
45.03
45.10
45.20
45.19
45.2
245
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45.45
45.30
45.36
45.21
45.32
45.49
45.48
45.45
45.44
45.4145.36
45.3445.35
45.43
45.5445.56
45.71
45.7
4
45.7
4
45.66
45.59
45.60
45.47
45.5
1
FEED
SP
SP
SPSP
SP
SP
45.63
45.52
45.23
45.32
45.49
45.65
45.72
45.63
42.52
42.66
42.59
42.53
42.36
42.40
45.51
45.15
44.89
LP
LP
44.70
44.85
44.94
45.09
45.21
45.25
45.35
45.4
8
45.35
45.30
MH45.45
MH45.29
MH44.55
MH44.31
MH45.39
MH45.44
MH43.35
MH43.29
MH42.52
MH42.37
MH42.69
MH42.87
MH42.11
SV
SV
SV
SV
SV
SV
BT
BT
BT
BT
BT
BTBT
BT
SP20
44.08
44.32
45.10
45.18
45.02
45.14 45.15
45.11
42.78
42.75
45.1145.12
45.1445.16
45.2145.23
45.27
42.6
942
.68
42.6
642
.63
42.5
7
45.59
45.72
45.7445.60
45.6045.56
45.56
45.35
44.01
43.95
42.69
42.76
42.80
45.36
43.92
44.00
44.66
44.30
44.3643.93
44.01
44.0
8
44.3
6
44.3
6
44.0
1
42.98
43.09
43.22
43.37
43.40
43.52
43.52
43.6443.64
43.75
43.85
43.84
43.8643.94
44.16
44.2
944
.43
W
WW
W
W
WW
WW
W
W
W
STEP
STEP
STEP
STEP
STEP
STEP
STEP
43.58
43.67
43.84
42.30
42.97
42.81
42.48
SPSP
SPSP
43.78
43.62
43.54
43.46
42.10 42.14
42.17
42.2
2
MPMPMPMPC
abinet
CabinetCabinet
Cabinet CabinetCabinet
42.3
1
42.2
0
42.1
1
42.2
6
42.2
5
42.1
5
42.32
42.33
42.34
42.38
42.39
42.40
42.41
42.42
42.41
42.33
42.29
42.2342.4042.21
42.07
42.00
42.51
42.48
42.6
0
42.6
8
42.6
9
42.62
42.45
42.39
42.49
42.48
FH
41.69 41.80
41.8
2
42.0
2
42.25
42.42
42.52
41.4341.86
41.82 41.77
41.93 42.3742.36
42.1342.24 42.24
42.2842.32 42.33
42.3
5
Door
Door
42.52
42.50
42.39
42.40
42.39
42.35
42.2
542
.21
42.2
1
42.1
7
42.1
8
42.1
8
42.1
5
42.1
5 42.1
4
42.1
3
MH42.33
MH42.38
TP
42.98
42.9842.8
942.8
743.0643.04
42.90
42.89
42.87
42.81
43.10
43.0942.72
42.4
6
42.7243.12
42.92
42.3
2
42.3
342
.37
42.3
2
42.4
042
.41
42.3
9
42.4
8
42.5
5
42.5
642
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KO42.11
42.3842.52
42.0142.38
41.6641.85
Door
Door
42.98
45.37
46.67
46.71
46.46
Gate43.32
43.42
43.21
43.2043.15
43.05
42.96
42.99
42.95
42.90
42.96
42.96
42.95
42.8
342
.77
42.7
6
42.6
9
42.5
3
Door
Door
Door
41.1
941.0
8
40.9
4
40.6
5
40.4
1
40.40
40.36
40.37
40.47
40.46
40.41
40.38
40.30
40.29
40.2540.20
40.1040
.0940.0
7
40.0
2
40.0
2
39.8
9
39.7
939.6
339.4
6
39.4
0
39.3739.35
39.25
39.17
39.20
39.24
39.39
39.32
39.38
39.52
39.59
39.5639.58
39.57
39.58
39.55
39.54
39.54
39.58
39.61
39.61
39.62
39.77
39.85
39.94
40.67
40.84
41.21
41.14
41.04
40.76
40.4840.42
40.36
40.5
840
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40.4
4
40.5040.42
40.4140.26
40.21
40.12
40.19
40.17
40.13
40.09
39.99
39.88
39.70
39.5539.4939.44
39.39
39.36
39.33
39.30
39.35
39.4
7
39.6
1
39.69
39.60
39.59
39.58
39.61
39.6
5
39.71
39.67
39.71
39.71
39.71
39.8639.85
39.81
39.79
G
GG
G
G
G
G
G
G
G
G
G
G
40.96
40.3240.02
40.97
39.26
39.26
39.56
39.48
39.61
39.55
39.83
39.75
39.84
W
W
W
W
W
W
W
W
W
W
BT
BT
BT
39.8
9
39.8939.86 40.03
GateGate
Gate
Gate
Gate
Gate
Gat
e
GateGate
39.9039.95
39.96
41.3041.37
41.4
8
39.96
39.92
40.35 40.43
40.65
40.7840.88
40.7740.76
40.7640.89 Door
Door
Door
Door
40.90
41.08
STEP
STEP
STEP
STEP
41.08
41.06
40.82
39.73
41.16
41.29
40.55
40.39
39.7939.80
41.51 41.65
39.5
5
39.4
6
41.38
BBBBBB
B
B
40.9440.98
39.98
39.90
39.86
39.81
39.74
39.68
39.63
39.59
39.61
39.67
39.71
39.74
39.78
39.82
39.84
39.89
39.95
40.04
40.16
40.30
40.47
40.62
40.83
40.96
41.07
41.21
41.33
41.48
41.6641.78
41.96
42.10
42.26
42.48
42.63
42.71
42.79
42.87
42.91
43.02
43.14
43.22
43.35
43.45
43.59
43.74
43.88
44.00
44.13
44.19
44.29
44.37
44.48
44.60
44.71
44.83
44.94
45.00
45.09
45.16
45.21
45.33
45.38
45.43
MH41.22
MH41.17
MH40.35MH
40.24
MH39.77
MH39.31
MH39.46
MH39.66
MH39.79
40.5
9
40.50
40.56
40.34
41.27
40.41
40.32
40.24
40.19
40.14
40.0440.07
39.62
TP
40.11
40.15
40.2
3
40.2
2
40.2
5
40.4
640
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39.5
1
39.3
9
39.81
39.85
39.84 39.8
4
41.36
41.29
41.2641.27
41.17
41.1841.05
41.0040.9940.86
40.86
40.7640.7240.62
40.68
40.56
40.4
5
40.5
6
39.53
39.55
39.58
39.74
39.94
40.52
39.96
40.0040.03
40.1140.16
40.21
40.36
KO39.16
39.42
39.34
39.39
39.45
39.48 39.54 39.57
39.70
39.7439.88
39.95
39.9039.95
MP MP
39.79
39.72
39.68
39.67
39.69
39.60
39.66
39.52
39.45
39.38
39.34
39.29
39.29
39.27
39.27
39.29
FH
SV
39.50
39.38
39.36
39.4839.61
39.85
40.12
39.96
RP
39.4
6
39.44
39.42
SP
39.83
39.8039.82
LP39.69
39.68
39.6
8
39.5
8
40.02
40.2
4
40.21
40.17
40.18
40.18
40.65
40.71
40.46
SP
40.04
39.9839.95
39.9840.03 40.11 40.35
40.47
40.42
40.47
40.47
40.47
40.42
40.10
40.1
3
40.1
7
40.20
40.41
40.5
040
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40.61
40.65
39.96
39.88
39.94
Door
39.87
39.77
39.72
39.73
39.73
41.34
G39.77
G39.58
G39.85
CLEAR VISIBILITY (90M) TOBE PROVIDED AT ALL TIMESTO RESTRICT HGV TRAFFICCONFLICT
CLEAR VISIBILITY (50M) TOBE PROVIDED AT ALL TIMESTO RESTRICT HGV TRAFFICCONFLICTS
CLEAR VISIBILITY TOMANUAL FOR STREETGUIDELINES FOR A 20MPHSPEED LIMIT (2.4m x 25m)
AVAILABLE VISIBILITY (2.4m x 87m)
CLEAR VISIBILITY (50M) TO BEPROVIDED AT ALL TIMES TO
RESTRICT HGV TRAFFIC CONFLICTS
NOTES
DRAWING No.
DRAWN CHECKED APPROVED
DATE
TITLE
REVISIONS
REV DATE DESCRIPTION CHK APP
REVISION
BY
Haskoning UK Ltd.
PROJECT
c
REPRODUCED FROM ORDNANCE SURVEY MAPS WITH PERMISSIONFROM THE CONTROLLER OF HM STATIONERY OFFICE. CROWNCOPYRIGHT RESERVED. LICENCE No. 100023422 2007.
CLIENT
DRAWING No.
SCALE AT A1 CLIENTS REF.
Rightwell House, BrettonPeterborough, Cambridgeshire, PE3 8DW
Tel +44(0)1733 334455Email [email protected]
www.royalhaskoningDHV.com
CAWSTON HIGHWAYINTERVENTION SCHEME
TP-PB5640-DR017
TP-PB5640-DR017
F2.0
03.01.2020 1:500
RNE ADR ADR
This drawing has been based upon survey information supplied by.................,and the Denis Wilson can not guarantee the accuracy of data.
VISIBILITY ON THE B1145SCALE - 1:500
HGV FORWARD VISIBILITY ANDCHAPEL STREET JUNCTION
VISIBILITY
NORFOLK BOREASOFFSHORE WIND FARM
FIRST ISSUE
CLIENT DWG No.
1. Do not scale from this drawing. all dimensions are in metres unlessnoted otherwise.
2. This drawing has been based upon Ordnance Survey Maps and RoyalHaskoning can not guarentee the accuracy of data.
3. Access for pedestrians and cyclists is to be maintained at all times.accesses to properties are to be maintained and works programmed inconsultation with property owners.
4. Road markings and road signs are to be in accordance with the SIdocument "traffic signs regulations and general directions, 2016".
5. Manual For Streets SSD for a 20mph speed limit is 25m.6. HGV construction movements to be restricted to 9am to 3pm and 4pm
to 6pm only.7. All vegetation clearance and cutback to comply with Norfolk County
Councils policy of grass cutting of visibility splays . Requiring amaintenance regime of five cuts between May and September in Urbanareas (defined as roads subject to less than a 40mph speed limit).
DESIGNATED PARKING BAY LINE MARKINGS (DIAG 1028)
GENERAL KEY
SINGLE YELLOW LINE MARKINGS (50mm THICKNESS) (DIAG1017)SINGLE WHITE LINE MARKINGS (50mm THICKNESS) (DIAG1026.1)
JUNCTION VISIBILITY SPLAYS FOR A 20MPH SPEED LIMIT
VISIBILITY KEY
AVAILABLE FORWARD VISIBILITY SPLAYS
NOT FORCONSTRUCTION
UPDATED TO SUIT STAGE 1 RSARNE FEB'20 RNE ADR ADR
LB
8
t
o
1
2
C
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U
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C
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1
7
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(
P
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)
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l
d
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l
H
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1
FAIRFIELDS
St Agnes Church
S
T
O
C
K
S
L
O
K
E
Church Cottage
1
3a
40.3m
GP
T
h
e
B
e
l
l
1
1
2
b
3
13b
Asphalt
Grass
Fence P/R
Fence P/R
Grass
Fenc
e P/
R
BushesG
rass
Asphalt
Fence P/RBushes
Grass
Fenc
e C
/L
Building
SettsBuilding
Building
Brick Wall
Building
Build
ing
Fenc
e C/B
Concrete
Aspha
lt
Asphalt
AsphaltBlock Paving
Block Paving
Brick Wall
Asph
alt
Building
Brick Wall
Asphalt
Building
Fence C/L
Fence C/L
Fence C/L
Fence C/L Asphalt
Concrete
Building
Concrete
Building
Asphalt Conc Wall
Building
Conc Wall
Asphalt
BuildingBrick Wall
Asphalt
Brick Wall Building
AsphaltBuilding
Buildin
g
Asph
altRailing
Railin
g
Railin
gAs
phalt
Asph
alt
Bric
k W
all
Asph
alt
Bric
k W
all
Brick Wall
Brick Wall
Gravel Brick Wall
Building
Brick Wall
Brick Wall
Brick Wall
Bushes
BrickWall
Timber
Brick Wall
Brick Wall
Brick WallBushes
Fence P/R
Fence C/B
Grass
Grass
Asphalt
Asphalt
Asphalt
AsphaltBrick Wall
Grass
Building
Grass
Building
Brick Wall
Bric
k W
allBr
ick
Wal
l
Asphalt
Brick Wall
Brick Wall Asphalt
Asphalt
Building
Building
AsphaltDC
hnl
Building
DC
hnl
Asphalt
Building
AsphaltBrick Wall
Brick Wall
Brick WallBuilding
Asphalt
Building Position Only
Building
Nor
wic
h R
oad
30m
ph S
peed
Lim
it
Chapel Street
30mph Speed Limit
Chap
el S
treet
30m
ph S
peed
Lim
it
Chap
el S
treet
30m
ph S
peed
Lim
it
Chu
rch
Lane
30m
ph S
peed
Lim
it
Booton
Roa
d
30mph
Speed
Limit
B1145 Aylsham Road
30mph Speed Lim
it
Bench
Bench
Build
ing
Building
Building
Grass
Brick Wall
Grid
Brick Wall
Building
Brick Wall
STNPLS2
STNPLS3
STNPLS4
STNPLS5
45.57
45.59 45.5
845
.59
45.57
45.57
45.57
45.55
45.53
45.50
45.46
45.2
4
45.0
3
44.8
4
44.6
0
44.4
9
44.4
6
44.3
844.3
744.3
6
44.2
3
44.0
8
43.8
8
43.7
143.68
43.50
43.32
43.30
43.1
9
43.0
7
42.9
7
44.0
2
44.1
5
44.3
3
44.5
2
44.7
6
44.8
3
42.12
42.27
42.41
42.63
42.67
42.69
42.70
42.71
42.75
42.76
42.76
42.81
42.86
42.03
42.02
42.07
42.10
42.16
42.2542.26
42.3042.31
42.36
42.39
42.31
42.2242.17
42.02
42.03
41.9
2
41.8
6
41.8
4
41.7
4
41.6
4
41.6
341.5
3
41.4
5
41.4
2
41.3
3
41.3
141.1
641.0
1
41.0
0
40.8
740.8
5
40.6
8
40.6
5
40.4
840.4
3
40.3
340.3
340.2
6
40.0
2
39.8
5
39.7
9
39.7
9
39.7
8
39.7
8
39.7
6
39.7
5
39.7
139.7
0
39.7
0
39.67
39.64
39.61
39.56
39.64
39.72
39.75
39.78
39.76
39.79
39.82
39.84
39.88
39.90
41.8
5
41.3
9
41.4
2
41.4
9
41.6
8
41.7
4
41.8
9
42.0
5
42.2
0
42.2
2
42.3
0
42.3
0
42.4
5
42.6
4
42.6
5
42.7
0
42.7
1
42.7
9
42.8
3
42.8
5
42.8
6
42.90
43.05
43.23
43.49
43.66
43.67
43.76
43.82
45.7
045
.69
45.6
4
45.6
5
45.61
45.60
45.56
45.5345.4845.47
45.35
45.13
44.95
44.72
44.64
44.53
44.43
44.47
44.45
44.33
44.15
43.98
43.79
43.77
43.63
43.43
43.31
44.89
42.2
3
42.3
4
42.5
0
42.7
3
42.7
642
.78
42.83 42.7642.76
42.7842.87
42.92
42.93
42.1
3
42.1
5
42.1
7
42.1
8
42.24
42.33
42.27
42.33
42.43
42.48
42.48
42.39
42.29
42.18
42.0442.0941.9941.9541.8641.77
41.6641.7341.65
41.5541.42
41.3541.39
41.27
41.1441.05
40.9340.85
40.7040.74
40.56
40.47
40.3740.41
40.34
40.07
39.93
39.87
39.81
39.79
39.86
39.85
39.78
39.74
39.81
39.79
39.75
39.73
39.70
39.66
39.75
39.84
39.87
39.86
39.76
39.79
39.84
39.89
39.97
40.00
41.83 41.8842.01
41.43 41.47 41.56
41.77 41.86
41.99
42.18
42.32 42.2742.34
42.45
42.59
42.76
42.82
42.8642.78
42.8442.95
42.99
42.98
43.03
43.18
43.37
43.59
43.82
43.7543.81
43.82
BL
POST
POST
45.6
4
45.6
5
G
G
G
G
G
G
G
G
G
G
44.16
43.80
44.52
43.96
42.84
42.95
42.07
41.91
42.30
42.12
43.96
44.01
44.0
2
Gate
Gate
Gate
Gate
GateGat
e
Gate
44.01
44.20
44.3244.33
44.34
44.44
44.53
44.55
44.66
44.71
44.64
44.73
44.8
7
44.9
7
45.34
45.2
6
45.3
1
45.32
44.8
2
44.73
44.8544.95 44.94
44.98
45.1
0
45.0
9
45.03
45.10
45.20
45.45
45.30
45.36
45.21
45.32
45.43
45.5445.56
45.71
45.7
4
45.7
4
45.66
45.59
45.60
45.47
45.5
1
FEED
SP
SP
45.63
45.52
45.23
42.52
42.66
42.59
42.53
42.36
42.40
45.51
45.15
44.89
LP
LP
44.70
44.85
44.94
MH44.55
MH44.31
MH43.35
MH43.29
MH42.52
MH42.37
MH42.69
MH42.87
MH42.11
SV
SV
SV
SV
BT
BT
BT
BT
BT
BTBT
BT
44.08
44.32
45.10
45.18
45.02
42.78
42.75
42.6
942
.68
42.6
642
.63
42.5
7
44.01
43.95
42.69
42.76
42.80
43.92
44.00
44.66
44.30
44.3643.93
44.01
44.0
8
44.3
6
44.3
6
44.0
1
42.98
43.09
43.22
43.37
43.40
43.52
43.52
43.6443.64
43.75
43.85
43.84
43.8643.94
44.16
44.2
944
.43
W
WW
W
W
WW
WW
W
W
W
STEP
STEP
STEP
STEP
STEP
STEP
STEP
43.58
43.67
43.84
42.30
42.97
42.81
42.48
SPSP
SPSP
43.78
43.62
43.54
43.46
42.10 42.14
42.17
42.2
2
MPMPMPMPC
abinet
CabinetCabinet
Cabinet CabinetCabinet
42.3
1
42.2
0
42.1
1
42.2
6
42.2
5
42.1
5
42.32
42.33
42.34
42.38
42.39
42.40
42.41
42.42
42.41
42.33
42.29
42.2342.4042.21
42.07
42.00
42.51
42.48
42.6
0
42.6
8
42.6
9
42.62
42.45
42.39
42.49
42.48
FH
41.69 41.80
41.8
2
42.0
2
42.25
42.42
42.52
41.4341.86
41.82 41.77
41.93 42.3742.36
42.1342.24 42.24
42.2842.32 42.33
42.3
5
Door
Door
42.52
42.50
42.39
42.40
42.39
42.35
42.25
42.21
42.2
1
42.1
7
42.1
8
42.1
8
42.1
5
42.1
5 42.1
4
42.1
3
MH42.33
MH42.38
TP
42.98
42.9842.8
942.8
7
43.0643.04
42.90
42.89
42.87
42.81
43.10
43.0942.72
42.4
6
42.7243.12
42.92
42.3
2
42.3
342
.37
42.3
2
42.4
042
.41
42.3
9
42.4
8
42.5
5
42.5
642
.51
KO42.11
42.3842.52
42.0142.38
41.6641.85
Door
Door
42.98
45.37
Gate43.32
43.42
43.21
43.2043.15
43.05
42.96
42.99
42.95
42.90
42.96
42.96
42.95
42.8
342
.77
42.7
6
42.6
9
42.5
3
Door
Door
Door
41.1
941.0
8
40.9
4
40.6
5
40.4
1
40.40
40.36
40.37
40.47
40.46
40.41
40.38
40.30
40.29
40.2540.20
40.1040
.0940.0
7
40.0
2
40.0
2
39.8
9
39.7
939.6
339.4
6
39.4
0
39.3739.35
39.25
39.17
39.20
39.24
39.39
39.32
39.38
39.52
39.59
39.5639.58
39.57
39.58
39.55
39.54
39.54
39.58
39.61
39.61
39.62
39.77
39.85
39.94
40.67
40.84
41.21
41.14
41.04
40.76
40.4840.42
40.36
40.5
840
.49
40.4
4
40.5040.42
40.4140.26
40.21
40.12
40.19
40.17
40.13
40.09
39.99
39.88
39.70
39.5539.4939.44
39.39
39.36
39.33
39.30
39.35
39.4
7
39.6
1
39.69
39.60
39.59
39.58
39.61
39.6
5
39.71
39.67
39.71
39.71
39.71
39.8639.85
39.81
39.79
G
GG
G
G
G
G
G
G
G
G
G
G
40.96
40.3240.02
40.97
39.26
39.26
39.56
39.48
39.61
39.55
39.83
39.75
39.84
W
W
W
W
W
W
W
W
W
W
BT
BT
BT
39.8
9
39.8939.86 40.03
GateGate
Gate
Gate
Gate
Gate
Gat
e
GateGate
39.9039.95
39.96
41.3041.37
41.4
8
39.96
39.92
40.35 40.43
40.65
40.7840.88
40.7740.76
40.7640.89 Door
Door
Door
Door
40.90
41.08
STEP
STEP
STEP
STEP
41.08
41.06
40.82
39.73
41.16
41.29
40.55
40.39
39.7939.80
41.51 41.65
39.5
5
39.4
6
41.38
BBBBBB
B
B
40.9440.98
39.98
39.90
39.86
39.81
39.74
39.68
39.63
39.59
39.61
39.67
39.71
39.74
39.78
39.82
39.84
39.89
39.95
40.04
40.16
40.30
40.47
40.62
40.83
40.96
41.07
41.21
41.33
41.48
41.66
41.78
41.96
42.10
42.26
42.48
42.63
42.71
42.79
42.87
42.91
43.02
43.14
43.22
43.35
43.45
43.59
43.74
43.88
44.00
44.13
44.19
44.29
44.37
44.48
44.60
44.71
44.83
44.94
MH41.22
MH41.17
MH40.35MH
40.24
MH39.77
MH39.31
MH39.46
MH39.66
MH39.79
40.5
9
40.50
40.56
40.34
41.27
40.41
40.32
40.24
40.19
40.14
40.0440.07
39.62
TP
40.11
40.15
40.2
3
40.2
2
40.2
5
40.4
640
.54
39.5
1
39.3
9
39.81
39.85
39.84 39.8
4
41.36
41.29
41.2641.27
41.17
41.1841.05
41.0040.9940.86
40.86
40.7640.7240.62
40.68
40.56
40.4
5
40.5
6
39.53
39.55
39.58
39.74
39.94
40.52
39.96
40.0040.03
40.1140.16
40.21
40.36
KO39.16
39.42
39.34
39.39
39.45
39.48 39.54 39.57
39.70
39.7439.88
39.95
39.9039.95
MP MP
39.79
39.72
39.68
39.67
39.69
39.60
39.66
39.52
39.45
39.38
39.34
39.29
39.29
39.27
39.27
39.29
FH
SV
39.50
39.38
39.36
39.4839.61
39.85
40.12
39.96
RP
39.4
6
39.44
39.42
SP
39.83
39.8039.82
LP39.69
39.68
39.6
8
39.5
8
40.02
40.2
4
40.21
40.17
40.18
40.18
40.65
40.71
40.46
SP
40.04
39.9839.95
39.9840.03 40.11 40.35
40.47
40.42
40.47
40.47
40.47
40.42
40.10
40.1
3
40.1
7
40.20
40.41
40.5
040
.53
40.61
40.65
39.96
39.88
39.94
Door
39.87
39.77
39.72
39.73
39.73
41.34
G39.77
G39.58
G39.85
L
a
r
g
e
T
ip
p
e
r
L
a
r
g
e
T
ip
p
e
r
C
H
U
R
C
H
L
A
N
E
(
P
H
)
O
l
d
S
c
h
o
o
l
H
o
u
s
e
St Agnes Church
S
T
O
C
K
S
L
O
K
E
Church Cottage
1
3a
40.3m
GP
T
h
e
B
e
l
l
1
1
2
b
3
13b
Asphalt
Grass
Fence P/R
Fence P/R
Grass
Fenc
e P/
R
BushesG
rass
Asphalt
Fence P/RBushes
Grass
Fenc
e C
/L
Building
SettsBuilding
Building
Brick Wall
Building
Build
ing
Fenc
e C/B
Concrete
Aspha
lt
Asphalt
AsphaltBlock Paving
Block Paving
Brick Wall
Asph
alt
Building
Brick Wall
Asphalt
Building
Fence C/L
Fence C/L
Fence C/L
Fence C/L Asphalt
Concrete
Building
Concrete
Building
Asphalt Conc Wall
Building
Conc Wall
Asphalt
BuildingBrick Wall
Asphalt
Brick Wall Building
AsphaltBuilding
Buildin
g
Asph
alt
Railing
Railin
g
Railin
gAs
phalt
Asph
alt
Bric
k W
all
Asph
alt
Bric
k W
all
Brick Wall
Brick Wall
Gravel Brick Wall
Building
Brick Wall
Brick Wall
Brick Wall
Bushes
BrickWall
Timber
Brick Wall
Brick Wall
Brick WallBushes
Grass
Grass
Asphalt
Asphalt
Asphalt
Brick WallGrass
Building
Grass
Building
Brick Wall
Bric
k W
allBr
ick
Wal
l
Asphalt
Brick Wall
Brick Wall Asphalt
Asphalt
Building
Building
AsphaltDC
hnl
Building
DC
hnl
Asphalt
Building
AsphaltBrick Wall
Brick Wall
Brick WallBuilding
Asphalt
Building Position Only
Building
Nor
wic
h R
oad
30m
ph S
peed
Lim
it
Chapel Street
30mph Speed Limit
Chap
el S
treet
30m
ph S
peed
Lim
it
Chap
el S
treet
30m
ph S
peed
Lim
it
Chu
rch
Lane
30m
ph S
peed
Lim
it
Booton
Roa
d
30mph
Speed
Limit
B1145 Aylsham Road
30mph Speed Lim
it
Bench
Bench
Build
ing
Building
Building
Brick Wall
Grid
Brick Wall
Building
Brick Wall
STNPLS1
STNPLS2
STNPLS3
STNPLS4
STNPLS5
45.0
3
44.8
4
44.6
0
44.4
9
44.4
6
44.3
844.3
744.3
6
44.2
3
44.0
8
43.8
8
43.7143
.68
43.50
43.32
43.30
43.19
43.0
7
42.9
7
44.0
2
44.1
5
44.3
3
44.5
2
44.7
6
44.8
3
42.12
42.27
42.41
42.63
42.67
42.69
42.70
42.71
42.75
42.76
42.76
42.81
42.86
42.03
42.02
42.07
42.10
42.16
42.2542.26
42.3042.31
42.36
42.39
42.31
42.2242.17
42.02
42.03
41.9
2
41.8
6
41.8
4
41.7
4
41.6
4
41.6
341.5
3
41.4
5
41.4
2
41.3
3
41.3
141.1
641.0
1
41.0
0
40.8
740.8
5
40.6
8
40.6
5
40.4
840.4
3
40.3
340.3
340.2
6
40.0
2
39.8
5
39.7
9
39.7
9
39.7
8
39.7
8
39.7
6
39.7
5
39.7
139.7
0
39.7
0
39.67
39.64
39.61
39.56
39.64
39.72
39.75
39.78
39.76
39.79
39.82
39.84
39.88
39.90
41.8
5
41.3
9
41.4
2
41.4
9
41.6
8
41.7
4
41.8
9
42.0
5
42.2
0
42.2
2
42.3
0
42.3
0
42.4
5
42.6
4
42.6
5
42.7
0
42.7
1
42.7
9
42.8
3
42.8
5
42.8
6
42.9
0
43.05
43.23
43.49
43.66
43.67
43.76
43.82
45.35
45.13
44.95
44.72
44.64
44.53
44.43
44.47
44.45
44.33
44.15
43.98
43.79
43.77
43.63
43.43
43.31
42.2
3
42.3
4
42.5
0
42.7
3
42.7
642
.78
42.8342.76
42.7642.78
42.87
42.92
42.93
42.1
3
42.1
5
42.1
7
42.1
8
42.24
42.33
42.27
42.33
42.43
42.48
42.48
42.39
42.29
42.18
42.0442.0941.9941.9541.8641.77
41.6641.7341.65
41.5541.42
41.3541.39
41.27
41.1441.05
40.9340.85
40.7040.74
40.56
40.47
40.3740.41
40.34
40.07
39.93
39.87
39.81
39.79
39.86
39.85
39.78
39.74
39.81
39.79
39.75
39.73
39.70
39.66
39.75
39.84
39.87
39.86
39.76
39.79
39.84
39.89
39.97
40.00
41.83 41.8842.01
41.43 41.47 41.56
41.77 41.86
41.99
42.18
42.32 42.2742.34
42.45
42.59
42.76
42.82
42.8642.78
42.8442.95
42.99
42.98
43.03
43.18
43.37
43.59
43.82
43.7543.81
43.82
POST
G
G
G
G
G
G
G
G
G
G
44.16
43.80
44.52
43.96
42.84
42.95
42.07
41.91
42.30
42.12
43.96
44.01
44.0
2
Gate
Gate
Gate
Gate
Gate
Gate
44.01
44.20
44.3244.33
44.34
44.44
44.53
44.55
44.66
44.71
44.64
44.73
44.8
7
44.9
7
45.34
45.2
6
45.3
1
45.32
44.8
2
44.73
44.8544.95 44.94
44.98
45.1
0
45.0
9
45.03
45.10
45.20
45.30
45.36
45.21
45.32
45.47
SP
45.23
42.52
42.66
42.59
42.53
42.36
42.40
45.15
44.89
LP
LP
44.70
44.85
MH44.55
MH44.31
MH43.35
MH43.29
MH42.52
MH42.37
MH42.69
MH42.87
MH42.11
SV
SV
SV
SV
BT
BT
BT
BT
BT
BTBT
BT
44.08
44.32
45.10
45.18
45.02
42.78
42.75
42.6
942
.68
42.6
642
.63
42.5
7
44.01
43.95
42.69
42.76
42.80
43.92
44.00
44.66
44.30
44.3643.93
44.01
44.0
8
44.3
6
44.3
644
.01
42.98
43.09
43.22
43.37
43.40
43.52
43.52
43.6443.64
43.75
43.85
43.84
43.8643.94
44.16
44.2
944
.43
W
WW
W
W
WW
WW
W
W
W
STEP
STEP
STEP
STEP
STEP
STEP
STEP
43.58
43.67
43.84
42.30
42.97
42.81
42.48
SPSP
SPSP
43.78
43.62
43.54
43.46
42.10 42.14
42.17
42.2
2
MPMPMPMPC
abinet
CabinetCabinet
Cabinet CabinetCabinet
42.3
1
42.2
0
42.1
1
42.2
6
42.2
5
42.1
5
42.32
42.33
42.34
42.38
42.39
42.40
42.41
42.42
42.41
42.33
42.29
42.2342.4042.21
42.07
42.00
42.51
42.48
42.6
0
42.6
8
42.6
9
42.62
42.45
42.39
42.49
42.48
FH
41.69 41.80
41.8
2
42.0
2
42.25
42.42
42.52
41.4341.86
41.82 41.77
41.93 42.3742.36
42.1342.24 42.24
42.2842.32 42.33
42.3
5
Door
Door
42.52
42.50
42.39
42.40
42.39
42.35
42.25
42.21
42.2
1
42.1
7
42.1
8
42.1
8
42.1
5
42.1
5 42.1
4
42.1
3
MH42.33
MH42.38
TP
42.98
42.9842.8
942.8
743.0643.04
42.90
42.89
42.87
42.81
43.10
43.0942.72
42.4
6
42.7243.12
42.92
42.3
2
42.3
342
.37
42.3
2
42.4
042
.41
42.3
9
42.4
8
42.5
5
42.5
642
.51
KO42.11
42.3842.52
42.0142.38
41.6641.85
Door
Door
42.98
45.37
Gate43.32
43.42
43.21
43.2043.15
43.05
42.96
42.99
42.95
42.90
42.96
42.96
42.95
42.8
342
.77
42.7
6
42.6
9
42.5
3
Door
Door
Door
41.1
941.0
8
40.9
4
40.6
5
40.4
1
40.40
40.36
40.37
40.47
40.46
40.41
40.38
40.30
40.29
40.2540.20
40.1040
.0940.0
7
40.0
2
40.0
2
39.8
9
39.7
939.6
339.4
6
39.4
0
39.3739.35
39.25
39.17
39.20
39.24
39.39
39.32
39.38
39.52
39.59
39.5639.58
39.57
39.58
39.55
39.54
39.54
39.58
39.61
39.61
39.62
39.77
39.85
39.94
40.67
40.84
41.21
41.14
41.04
40.76
40.4840.42
40.36
40.5
840
.49
40.4
4
40.5040.42
40.4140.26
40.21
40.12
40.19
40.17
40.13
40.09
39.99
39.88
39.70
39.5539.4939.44
39.39
39.36
39.33
39.30
39.35
39.4
7
39.6
1
39.69
39.60
39.59
39.58
39.61
39.6
5
39.71
39.67
39.71
39.71
39.71
39.8639.85
39.81
39.79
G
GG
G
G
G
G
G
G
G
G
G
G
40.96
40.3240.02
40.97
39.26
39.26
39.56
39.48
39.61
39.55
39.83
39.75
39.84
W
W
W
W
W
W
W
W
W
W
BT
BT
BT
39.8
9
39.8939.86 40.03
GateGate
Gate
Gate
Gate
Gate
Gat
e
GateGate
39.9039.95
39.96
41.3041.37
41.4
8
39.96
39.92
40.35 40.43
40.65
40.7840.88
40.7740.76
40.7640.89 Door
Door
Door
Door
40.90
41.08
STEP
STEP
STEP
STEP
41.08
41.06
40.82
39.73
41.16
41.29
40.55
40.39
39.7939.80
41.51 41.65
39.5
5
39.4
6
41.38
BBBBBB
B
B
40.9440.98
39.98
39.90
39.86
39.81
39.74
39.68
39.63
39.59
39.61
39.67
39.71
39.74
39.78
39.82
39.84
39.89
39.95
40.04
40.16
40.30
40.47
40.62
40.83
40.96
41.07
41.21
41.33
41.48
41.66
41.78
41.96
42.10
42.26
42.48
42.63
42.71
42.79
42.87
42.91
43.02
43.14
43.22
43.35
43.45
43.59
43.74
43.88
44.00
44.13
44.19
44.29
44.37
44.48
44.60
44.71
44.83
44.94
MH41.22
MH41.17
MH40.35MH
40.24
MH39.77
MH39.31
MH39.46
MH39.66
MH39.79
40.5
9
40.50
40.56
40.34
41.27
40.41
40.32
40.24
40.19
40.14
40.0440.07
39.62
TP
40.11
40.15
40.2
3
40.2
2
40.2
5
40.4
640
.54
39.5
1
39.3
9
39.81
39.85
39.84 39.8
4
41.36
41.29
41.2641.27
41.17
41.1841.05
41.0040.9940.86
40.86
40.7640.7240.62
40.68
40.56
40.4
5
40.5
6
39.53
39.55
39.58
39.74
39.94
40.52
39.96
40.0040.03
40.1140.16
40.21
40.36
KO39.16
39.42
39.34
39.39
39.45
39.48 39.54 39.57
39.70
39.7439.88
39.95
39.9039.95
MP MP
39.79
39.72
39.68
39.67
39.69
39.60
39.66
39.52
39.45
39.38
39.34
39.29
39.29
39.27
39.27
39.29
FH
SV
39.50
39.38
39.36
39.4839.61
39.85
40.12
39.96
RP
39.4
6
39.44
39.42
SP
39.83
39.8039.82
LP39.69
39.68
39.6
8
39.5
8
40.02
40.2
4
40.21
40.17
40.18
40.18
40.65
40.71
40.46
SP
40.04
39.9839.95
39.9840.03 40.11 40.35
40.47
40.42
40.4740.47
40.47
40.42
40.10
40.1
3
40.1
7
40.20
40.41
40.5
040
.53
40.61
40.65
39.96
39.88
39.94
Door
39.87
39.77
39.72
39.73
39.73
41.34
G39.77
G39.58
G39.85
13.6
6.53
Max 90° Horiz
Max 10° Vert
6.4 1.4 1.4 2.52
4.78
1.37 3 1.4
Max Legal Length (UK) Articulated Vehicle (16.5m)
Overall Length 16.500m
Overall Width 2.550m
Overall Body Height 3.681m
Min Body Ground Clearance 0.411m
Max Track Width 2.500m
Lock to lock time 6.00s
Kerb to Kerb Turning Radius 6.530m
10.201
1.298 1.61 4.128 1.524
Large Tipper
Overall Length 10.201m
Overall Width 2.495m
Overall Body Height 2.890m
Min Body Ground Clearance 0.341m
Track Width 2.471m
Lock to lock time 6.00s
Kerb to Kerb Turning Radius 11.550m
NOTES
DRAWING No.
DRAWN CHECKED APPROVED
DATE
TITLE
REVISIONS
REV DATE DESCRIPTION CHK APP
REVISION
BY
Haskoning UK Ltd.
PROJECT
c
REPRODUCED FROM ORDNANCE SURVEY MAPS WITH PERMISSIONFROM THE CONTROLLER OF HM STATIONERY OFFICE. CROWNCOPYRIGHT RESERVED. LICENCE No. 100023422 2007.
CLIENT
DRAWING No.
SCALE AT A1 CLIENTS REF.
Rightwell House, BrettonPeterborough, Cambridgeshire, PE3 8DW
Tel +44(0)1733 334455Email [email protected]
www.royalhaskoningDHV.com
CAWSTON HIGHWAYINTERVENTION SCHEME
TP-PB5640-DR018
TP-PB5640-DR018
F2.0
03.01.2020 1:500
RNE ADR ADR
This drawing has been based upon survey information supplied by.................,and the Denis Wilson can not guarantee the accuracy of data.
SWEPT PATH ANALYSISARTICULATED AND LARGE TIPPERVEHICLES - TWO WAY MOVEMENTS
NORFOLK BOREASOFFSHORE WIND FARM
FIRST ISSUE
CLIENT DWG No.
1. Do not scale from this drawing. all dimensions are in metres unlessnoted otherwise.
2. This drawing has been based upon Ordnance Survey Maps and RoyalHaskoning can not guarentee the accuracy of data.
3. Access for pedestrians and cyclists is to be maintained at all times.accesses to properties are to be maintained and works programmed inconsultation with property owners.
4. Road markings and road signs are to be in accordance with the sidocument "traffic signs regulations and general directions, 2016".
5. HGV construction movements to be restricted to 9am to 3pm and 4pmto 6pm only.
VEHICLE BODY SWEPT PATH (FORWARD GEAR)
VEHICLE CHASIS SWEPT PATH
KEY
POTENTIAL TWO-WAYARTICULATED HGVCONFLICT AREA
POTENTIAL TWO-WAYARTICULATED HGVCONFLICT AREA
POTENTIAL TWO-WAYARTICULATED HGVCONFLICT AREA
POTENTIAL TWO-WAYARTICULATED HGVCONFLICT AREAPOTENTIAL TWO-WAY
LARGE TIPPER HGVCONFLICT AREA
POTENTIAL TWO-WAYLARGE TIPPER HGVCONFLICT AREA
POTENTIAL TWO-WAYLARGE TIPPER HGVCONFLICT AREA
NO CONFLICT WHEN SECONDHGV IN QUEUE IS STATIONARY
NO CONFLICT WHEN THIRDLARGE TIPPER IN QUEUE ISSTATIONARY
NOT FORCONSTRUCTION
UPDATED TO SUIT STAGE 1 RSARNE FEB'20 RNE ADR ADR
LB
8
t
o
1
2
C
H
U
R
C
H
1
7
L
A
N
E
(
P
H
)
O
l
d
S
c
h
o
o
l
H
o
u
s
e
1
FAIRFIELDS
St Agnes Church
S
T
O
C
K
S
L
O
K
E
Church Cottage
1
3a
40.3m
GP
T
h
e
B
e
l
l
1
1
2
b
3
13b
Asphalt
Grass
Fence P/R
Fence P/R
Grass
Fenc
e P/
R
BushesG
rass
Asphalt
Fence P/RBushes
Grass
Fenc
e C
/L
Building
SettsBuilding
Building
Brick Wall
Building
Build
ing
Fenc
e C/B
Concrete
Aspha
lt
Asphalt
AsphaltBlock Paving
Block Paving
Brick Wall
Asph
alt
Building
Brick Wall
Asphalt
Building
Fence C/L
Fence C/L
Fence C/L
Fence C/L Asphalt
Concrete
Building
Concrete
Building
Asphalt Conc Wall
Building
Conc Wall
Asphalt
BuildingBrick Wall
Asphalt
Brick Wall Building
AsphaltBuilding
Buildin
g
Asph
altRailing
Railin
g
Railin
gAs
phalt
Asph
alt
Bric
k W
all
Asph
alt
Bric
k W
all
Brick Wall
Brick Wall
Gravel Brick Wall
Building
Brick Wall
Brick Wall
Brick Wall
Bushes
BrickWall
Timber
Brick Wall
Brick Wall
Brick WallBushes
Fence P/R
Fence C/B
Grass
Grass
Asphalt
Asphalt
Asphalt
AsphaltBrick Wall
Grass
Building
Grass
Building
Brick Wall
Bric
k W
allBr
ick
Wal
l
Asphalt
Brick Wall
Brick Wall Asphalt
Asphalt
Building
Building
AsphaltDC
hnl
Building
DC
hnl
Asphalt
Building
AsphaltBrick Wall
Brick Wall
Brick WallBuilding
Asphalt
Building Position Only
Building
Nor
wic
h R
oad
30m
ph S
peed
Lim
it
Chapel Street
30mph Speed Limit
Chap
el S
treet
30m
ph S
peed
Lim
it
Chap
el S
treet
30m
ph S
peed
Lim
it
Chu
rch
Lane
30m
ph S
peed
Lim
it
Booton
Roa
d
30mph
Speed
Limit
B1145 Aylsham Road
30mph Speed Lim
it
Bench
Bench
Build
ing
Building
Building
Grass
Brick Wall
Grid
Brick Wall
Building
Brick Wall
STNPLS2
STNPLS3
STNPLS4
STNPLS5
45.57
45.59 45.5
845
.59
45.57
45.57
45.57
45.55
45.53
45.50
45.46
45.2
4
45.0
3
44.8
4
44.6
0
44.4
9
44.4
6
44.3
844.3
744.3
6
44.2
3
44.0
8
43.8
8
43.7
143.68
43.50
43.32
43.30
43.1
9
43.0
7
42.9
7
44.0
2
44.1
5
44.3
3
44.5
2
44.7
6
44.8
3
42.12
42.27
42.41
42.63
42.67
42.69
42.70
42.71
42.75
42.76
42.76
42.81
42.86
42.03
42.02
42.07
42.10
42.16
42.2542.26
42.3042.31
42.36
42.39
42.31
42.2242.17
42.02
42.03
41.9
2
41.8
6
41.8
4
41.7
4
41.6
4
41.6
341.5
3
41.4
5
41.4
2
41.3
3
41.3
141.1
641.0
1
41.0
0
40.8
740.8
5
40.6
8
40.6
5
40.4
840.4
3
40.3
340.3
340.2
6
40.0
2
39.8
5
39.7
9
39.7
9
39.7
8
39.7
8
39.7
6
39.7
5
39.7
139.7
0
39.7
0
39.67
39.64
39.61
39.56
39.64
39.72
39.75
39.78
39.76
39.79
39.82
39.84
39.88
39.90
41.8
5
41.3
9
41.4
2
41.4
9
41.6
8
41.7
4
41.8
9
42.0
5
42.2
0
42.2
2
42.3
0
42.3
0
42.4
5
42.6
4
42.6
5
42.7
0
42.7
1
42.7
9
42.8
3
42.8
5
42.8
6
42.90
43.05
43.23
43.49
43.66
43.67
43.76
43.82
45.7
045
.69
45.6
4
45.6
5
45.61
45.60
45.56
45.5345.4845.47
45.35
45.13
44.95
44.72
44.64
44.53
44.43
44.47
44.45
44.33
44.15
43.98
43.79
43.77
43.63
43.43
43.31
44.89
42.2
3
42.3
4
42.5
0
42.7
3
42.7
642
.78
42.83 42.7642.76
42.7842.87
42.92
42.93
42.1
3
42.1
5
42.1
7
42.1
8
42.24
42.33
42.27
42.33
42.43
42.48
42.48
42.39
42.29
42.18
42.0442.0941.9941.9541.8641.77
41.6641.7341.65
41.5541.42
41.3541.39
41.27
41.1441.05
40.9340.85
40.7040.74
40.56
40.47
40.3740.41
40.34
40.07
39.93
39.87
39.81
39.79
39.86
39.85
39.78
39.74
39.81
39.79
39.75
39.73
39.70
39.66
39.75
39.84
39.87
39.86
39.76
39.79
39.84
39.89
39.97
40.00
41.83 41.8842.01
41.43 41.47 41.56
41.77 41.86
41.99
42.18
42.32 42.2742.34
42.45
42.59
42.76
42.82
42.8642.78
42.8442.95
42.99
42.98
43.03
43.18
43.37
43.59
43.82
43.7543.81
43.82
BL
POST
POST
45.6
4
45.6
5
G
G
G
G
G
G
G
G
G
G
44.16
43.80
44.52
43.96
42.84
42.95
42.07
41.91
42.30
42.12
43.96
44.01
44.0
2
Gate
Gate
Gate
Gate
GateGat
e
Gate
44.01
44.20
44.3244.33
44.34
44.44
44.53
44.55
44.66
44.71
44.64
44.73
44.8
7
44.9
7
45.34
45.2
6
45.3
1
45.32
44.8
2
44.73
44.8544.95 44.94
44.98
45.1
0
45.0
9
45.03
45.10
45.20
45.45
45.30
45.36
45.21
45.32
45.43
45.5445.56
45.71
45.7
4
45.7
4
45.66
45.59
45.60
45.47
45.5
1
FEED
SP
SP
45.63
45.52
45.23
42.52
42.66
42.59
42.53
42.36
42.40
45.51
45.15
44.89
LP
LP
44.70
44.85
44.94
MH44.55
MH44.31
MH43.35
MH43.29
MH42.52
MH42.37
MH42.69
MH42.87
MH42.11
SV
SV
SV
SV
BT
BT
BT
BT
BT
BTBT
BT
44.08
44.32
45.10
45.18
45.02
42.78
42.75
42.6
942
.68
42.6
642
.63
42.5
7
44.01
43.95
42.69
42.76
42.80
43.92
44.00
44.66
44.30
44.3643.93
44.01
44.0
8
44.3
6
44.3
6
44.0
1
42.98
43.09
43.22
43.37
43.40
43.52
43.52
43.6443.64
43.75
43.85
43.84
43.8643.94
44.16
44.2
944
.43
W
WW
W
W
WW
WW
W
W
W
STEP
STEP
STEP
STEP
STEP
STEP
STEP
43.58
43.67
43.84
42.30
42.97
42.81
42.48
SPSP
SPSP
43.78
43.62
43.54
43.46
42.10 42.14
42.17
42.2
2
MPMPMPMPC
abinet
CabinetCabinet
Cabinet CabinetCabinet
42.3
1
42.2
0
42.1
1
42.2
6
42.2
5
42.1
5
42.32
42.33
42.34
42.38
42.39
42.40
42.41
42.42
42.41
42.33
42.29
42.2342.4042.21
42.07
42.00
42.51
42.48
42.6
0
42.6
8
42.6
9
42.62
42.45
42.39
42.49
42.48
FH
41.69 41.80
41.8
2
42.0
2
42.25
42.42
42.52
41.4341.86
41.82 41.77
41.93 42.3742.36
42.1342.24 42.24
42.2842.32 42.33
42.3
5
Door
Door
42.52
42.50
42.39
42.40
42.39
42.35
42.25
42.21
42.2
1
42.1
7
42.1
8
42.1
8
42.1
5
42.1
5 42.1
4
42.1
3
MH42.33
MH42.38
TP
42.98
42.9842.8
942.8
7
43.0643.04
42.90
42.89
42.87
42.81
43.10
43.0942.72
42.4
6
42.7243.12
42.92
42.3
2
42.3
342
.37
42.3
2
42.4
042
.41
42.3
9
42.4
8
42.5
5
42.5
642
.51
KO42.11
42.3842.52
42.0142.38
41.6641.85
Door
Door
42.98
45.37
Gate43.32
43.42
43.21
43.2043.15
43.05
42.96
42.99
42.95
42.90
42.96
42.96
42.95
42.8
342
.77
42.7
6
42.6
9
42.5
3
Door
Door
Door
41.1
941.0
8
40.9
4
40.6
5
40.4
1
40.40
40.36
40.37
40.47
40.46
40.41
40.38
40.30
40.29
40.2540.20
40.1040
.0940.0
7
40.0
2
40.0
2
39.8
9
39.7
939.6
339.4
6
39.4
0
39.3739.35
39.25
39.17
39.20
39.24
39.39
39.32
39.38
39.52
39.59
39.5639.58
39.57
39.58
39.55
39.54
39.54
39.58
39.61
39.61
39.62
39.77
39.85
39.94
40.67
40.84
41.21
41.14
41.04
40.76
40.4840.42
40.36
40.5
840
.49
40.4
4
40.5040.42
40.4140.26
40.21
40.12
40.19
40.17
40.13
40.09
39.99
39.88
39.70
39.5539.4939.44
39.39
39.36
39.33
39.30
39.35
39.4
7
39.6
1
39.69
39.60
39.59
39.58
39.61
39.6
5
39.71
39.67
39.71
39.71
39.71
39.8639.85
39.81
39.79
G
GG
G
G
G
G
G
G
G
G
G
G
40.96
40.3240.02
40.97
39.26
39.26
39.56
39.48
39.61
39.55
39.83
39.75
39.84
W
W
W
W
W
W
W
W
W
W
BT
BT
BT
39.8
9
39.8939.86 40.03
GateGate
Gate
Gate
Gate
Gate
Gat
e
GateGate
39.9039.95
39.96
41.3041.37
41.4
8
39.96
39.92
40.35 40.43
40.65
40.7840.88
40.7740.76
40.7640.89 Door
Door
Door
Door
40.90
41.08
STEP
STEP
STEP
STEP
41.08
41.06
40.82
39.73
41.16
41.29
40.55
40.39
39.7939.80
41.51 41.65
39.5
5
39.4
6
41.38
BBBBBB
B
B
40.9440.98
39.98
39.90
39.86
39.81
39.74
39.68
39.63
39.59
39.61
39.67
39.71
39.74
39.78
39.82
39.84
39.89
39.95
40.04
40.16
40.30
40.47
40.62
40.83
40.96
41.07
41.21
41.33
41.48
41.66
41.78
41.96
42.10
42.26
42.48
42.63
42.71
42.79
42.87
42.91
43.02
43.14
43.22
43.35
43.45
43.59
43.74
43.88
44.00
44.13
44.19
44.29
44.37
44.48
44.60
44.71
44.83
44.94
MH41.22
MH41.17
MH40.35MH
40.24
MH39.77
MH39.31
MH39.46
MH39.66
MH39.79
40.5
9
40.50
40.56
40.34
41.27
40.41
40.32
40.24
40.19
40.14
40.0440.07
39.62
TP
40.11
40.15
40.2
3
40.2
2
40.2
5
40.4
640
.54
39.5
1
39.3
9
39.81
39.85
39.84 39.8
4
41.36
41.29
41.2641.27
41.17
41.1841.05
41.0040.9940.86
40.86
40.7640.7240.62
40.68
40.56
40.4
5
40.5
6
39.53
39.55
39.58
39.74
39.94
40.52
39.96
40.0040.03
40.1140.16
40.21
40.36
KO39.16
39.42
39.34
39.39
39.45
39.48 39.54 39.57
39.70
39.7439.88
39.95
39.9039.95
MP MP
39.79
39.72
39.68
39.67
39.69
39.60
39.66
39.52
39.45
39.38
39.34
39.29
39.29
39.27
39.27
39.29
FH
SV
39.50
39.38
39.36
39.4839.61
39.85
40.12
39.96
RP
39.4
6
39.44
39.42
SP
39.83
39.8039.82
LP39.69
39.68
39.6
8
39.5
8
40.02
40.2
4
40.21
40.17
40.18
40.18
40.65
40.71
40.46
SP
40.04
39.9839.95
39.9840.03 40.11 40.35
40.47
40.42
40.47
40.47
40.47
40.42
40.10
40.1
3
40.1
7
40.20
40.41
40.5
040
.53
40.61
40.65
39.96
39.88
39.94
Door
39.87
39.77
39.72
39.73
39.73
41.34
G39.77
G39.58
G39.85
C
H
U
R
C
H
L
A
N
E
(
P
H
)
O
l
d
S
c
h
o
o
l
H
o
u
s
e
St Agnes Church
S
T
O
C
K
S
L
O
K
E
Church Cottage
1
3a
40.3m
GP
T
h
e
B
e
l
l
1
1
2
b
3
13b
Asphalt
Grass
Fence P/R
Fence P/R
Grass
Fenc
e P/
R
BushesG
rass
Asphalt
Fence P/RBushes
Grass
Fenc
e C
/L
Building
SettsBuilding
Building
Brick Wall
Building
Build
ing
Fenc
e C/B
Concrete
Aspha
lt
Asphalt
AsphaltBlock Paving
Block Paving
Brick Wall
Asph
alt
Building
Brick Wall
Asphalt
Building
Fence C/L
Fence C/L
Fence C/L
Fence C/L Asphalt
Concrete
Building
Concrete
Building
Asphalt Conc Wall
Building
Conc Wall
Asphalt
BuildingBrick Wall
Asphalt
Brick Wall Building
AsphaltBuilding
Buildin
g
Asph
alt
Railing
Railin
g
Railin
gAs
phalt
Asph
alt
Bric
k W
all
Asph
alt
Bric
k W
all
Brick Wall
Brick Wall
Gravel Brick Wall
Building
Brick Wall
Brick Wall
Brick Wall
Bushes
BrickWall
Timber
Brick Wall
Brick Wall
Brick WallBushes
Grass
Grass
Asphalt
Asphalt
Asphalt
Brick WallGrass
Building
Grass
Building
Brick Wall
Bric
k W
allBr
ick
Wal
l
Asphalt
Brick Wall
Brick Wall Asphalt
Asphalt
Building
Building
AsphaltDC
hnl
Building
DC
hnl
Asphalt
Building
AsphaltBrick Wall
Brick Wall
Brick WallBuilding
Asphalt
Building Position Only
Building
Nor
wic
h R
oad
30m
ph S
peed
Lim
it
Chapel Street
30mph Speed Limit
Chap
el S
treet
30m
ph S
peed
Lim
it
Chap
el S
treet
30m
ph S
peed
Lim
it
Chu
rch
Lane
30m
ph S
peed
Lim
it
Booton
Roa
d
30mph
Speed
Limit
B1145 Aylsham Road
30mph Speed Lim
it
Bench
Bench
Build
ing
Building
Building
Brick Wall
Grid
Brick Wall
Building
Brick Wall
STNPLS1
STNPLS2
STNPLS3
STNPLS4
STNPLS5
45.0
3
44.8
4
44.6
0
44.4
9
44.4
6
44.3
844.3
744.3
6
44.2
3
44.0
8
43.8
8
43.7143
.68
43.50
43.32
43.30
43.19
43.0
7
42.9
7
44.0
2
44.1
5
44.3
3
44.5
2
44.7
6
44.8
3
42.12
42.27
42.41
42.63
42.67
42.69
42.70
42.71
42.75
42.76
42.76
42.81
42.86
42.03
42.02
42.07
42.10
42.16
42.2542.26
42.3042.31
42.36
42.39
42.31
42.2242.17
42.02
42.03
41.9
2
41.8
6
41.8
4
41.7
4
41.6
4
41.6
341.5
3
41.4
5
41.4
2
41.3
3
41.3
141.1
641.0
1
41.0
0
40.8
740.8
5
40.6
8
40.6
5
40.4
840.4
3
40.3
340.3
340.2
6
40.0
2
39.8
5
39.7
9
39.7
9
39.7
8
39.7
8
39.7
6
39.7
5
39.7
139.7
0
39.7
0
39.67
39.64
39.61
39.56
39.64
39.72
39.75
39.78
39.76
39.79
39.82
39.84
39.88
39.90
41.8
5
41.3
9
41.4
2
41.4
9
41.6
8
41.7
4
41.8
9
42.0
5
42.2
0
42.2
2
42.3
0
42.3
0
42.4
5
42.6
4
42.6
5
42.7
0
42.7
1
42.7
9
42.8
3
42.8
5
42.8
6
42.9
0
43.05
43.23
43.49
43.66
43.67
43.76
43.82
45.35
45.13
44.95
44.72
44.64
44.53
44.43
44.47
44.45
44.33
44.15
43.98
43.79
43.77
43.63
43.43
43.31
42.2
3
42.3
4
42.5
0
42.7
3
42.7
642
.78
42.8342.76
42.7642.78
42.87
42.92
42.93
42.1
3
42.1
5
42.1
7
42.1
8
42.24
42.33
42.27
42.33
42.43
42.48
42.48
42.39
42.29
42.18
42.0442.0941.9941.9541.8641.77
41.6641.7341.65
41.5541.42
41.3541.39
41.27
41.1441.05
40.9340.85
40.7040.74
40.56
40.47
40.3740.41
40.34
40.07
39.93
39.87
39.81
39.79
39.86
39.85
39.78
39.74
39.81
39.79
39.75
39.73
39.70
39.66
39.75
39.84
39.87
39.86
39.76
39.79
39.84
39.89
39.97
40.00
41.83 41.8842.01
41.43 41.47 41.56
41.77 41.86
41.99
42.18
42.32 42.2742.34
42.45
42.59
42.76
42.82
42.8642.78
42.8442.95
42.99
42.98
43.03
43.18
43.37
43.59
43.82
43.7543.81
43.82
POST
G
G
G
G
G
G
G
G
G
G
44.16
43.80
44.52
43.96
42.84
42.95
42.07
41.91
42.30
42.12
43.96
44.01
44.0
2
Gate
Gate
Gate
Gate
Gate
Gate
44.01
44.20
44.3244.33
44.34
44.44
44.53
44.55
44.66
44.71
44.64
44.73
44.8
7
44.9
7
45.34
45.2
6
45.3
1
45.32
44.8
2
44.73
44.8544.95 44.94
44.98
45.1
0
45.0
9
45.03
45.10
45.20
45.30
45.36
45.21
45.32
45.47
SP
45.23
42.52
42.66
42.59
42.53
42.36
42.40
45.15
44.89
LP
LP
44.70
44.85
MH44.55
MH44.31
MH43.35
MH43.29
MH42.52
MH42.37
MH42.69
MH42.87
MH42.11
SV
SV
SV
SV
BT
BT
BT
BT
BT
BTBT
BT
44.08
44.32
45.10
45.18
45.02
42.78
42.75
42.6
942
.68
42.6
642
.63
42.5
7
44.01
43.95
42.69
42.76
42.80
43.92
44.00
44.66
44.30
44.3643.93
44.01
44.0
8
44.3
6
44.3
644
.01
42.98
43.09
43.22
43.37
43.40
43.52
43.52
43.6443.64
43.75
43.85
43.84
43.8643.94
44.16
44.2
944
.43
W
WW
W
W
WW
WW
W
W
W
STEP
STEP
STEP
STEP
STEP
STEP
STEP
43.58
43.67
43.84
42.30
42.97
42.81
42.48
SPSP
SPSP
43.78
43.62
43.54
43.46
42.10 42.14
42.17
42.2
2
MPMPMPMPC
abinet
CabinetCabinet
Cabinet CabinetCabinet
42.3
1
42.2
0
42.1
1
42.2
6
42.2
5
42.1
5
42.32
42.33
42.34
42.38
42.39
42.40
42.41
42.42
42.41
42.33
42.29
42.2342.4042.21
42.07
42.00
42.51
42.48
42.6
0
42.6
8
42.6
9
42.62
42.45
42.39
42.49
42.48
FH
41.69 41.80
41.8
2
42.0
2
42.25
42.42
42.52
41.4341.86
41.82 41.77
41.93 42.3742.36
42.1342.24 42.24
42.2842.32 42.33
42.3
5
Door
Door
42.52
42.50
42.39
42.40
42.39
42.35
42.25
42.21
42.2
1
42.1
7
42.1
8
42.1
8
42.1
5
42.1
5 42.1
4
42.1
3
MH42.33
MH42.38
TP
42.98
42.9842.8
942.8
743.0643.04
42.90
42.89
42.87
42.81
43.10
43.0942.72
42.4
6
42.7243.12
42.92
42.3
2
42.3
342
.37
42.3
2
42.4
042
.41
42.3
9
42.4
8
42.5
5
42.5
642
.51
KO42.11
42.3842.52
42.0142.38
41.6641.85
Door
Door
42.98
45.37
Gate43.32
43.42
43.21
43.2043.15
43.05
42.96
42.99
42.95
42.90
42.96
42.96
42.95
42.8
342
.77
42.7
6
42.6
9
42.5
3
Door
Door
Door
41.1
941.0
8
40.9
4
40.6
5
40.4
1
40.40
40.36
40.37
40.47
40.46
40.41
40.38
40.30
40.29
40.2540.20
40.1040
.0940.0
7
40.0
2
40.0
2
39.8
9
39.7
939.6
339.4
6
39.4
0
39.3739.35
39.25
39.17
39.20
39.24
39.39
39.32
39.38
39.52
39.59
39.5639.58
39.57
39.58
39.55
39.54
39.54
39.58
39.61
39.61
39.62
39.77
39.85
39.94
40.67
40.84
41.21
41.14
41.04
40.76
40.4840.42
40.36
40.5
840
.49
40.4
4
40.5040.42
40.4140.26
40.21
40.12
40.19
40.17
40.13
40.09
39.99
39.88
39.70
39.5539.4939.44
39.39
39.36
39.33
39.30
39.35
39.4
7
39.6
1
39.69
39.60
39.59
39.58
39.61
39.6
5
39.71
39.67
39.71
39.71
39.71
39.8639.85
39.81
39.79
G
GG
G
G
G
G
G
G
G
G
G
G
40.96
40.3240.02
40.97
39.26
39.26
39.56
39.48
39.61
39.55
39.83
39.75
39.84
W
W
W
W
W
W
W
W
W
W
BT
BT
BT
39.8
9
39.8939.86 40.03
GateGate
Gate
Gate
Gate
Gate
Gat
e
GateGate
39.9039.95
39.96
41.3041.37
41.4
8
39.96
39.92
40.35 40.43
40.65
40.7840.88
40.7740.76
40.7640.89 Door
Door
Door
Door
40.90
41.08
STEP
STEP
STEP
STEP
41.08
41.06
40.82
39.73
41.16
41.29
40.55
40.39
39.7939.80
41.51 41.65
39.5
5
39.4
6
41.38
BBBBBB
B
B
40.9440.98
39.98
39.90
39.86
39.81
39.74
39.68
39.63
39.59
39.61
39.67
39.71
39.74
39.78
39.82
39.84
39.89
39.95
40.04
40.16
40.30
40.47
40.62
40.83
40.96
41.07
41.21
41.33
41.48
41.66
41.78
41.96
42.10
42.26
42.48
42.63
42.71
42.79
42.87
42.91
43.02
43.14
43.22
43.35
43.45
43.59
43.74
43.88
44.00
44.13
44.19
44.29
44.37
44.48
44.60
44.71
44.83
44.94
MH41.22
MH41.17
MH40.35MH
40.24
MH39.77
MH39.31
MH39.46
MH39.66
MH39.79
40.5
9
40.50
40.56
40.34
41.27
40.41
40.32
40.24
40.19
40.14
40.0440.07
39.62
TP
40.11
40.15
40.2
3
40.2
2
40.2
5
40.4
640
.54
39.5
1
39.3
9
39.81
39.85
39.84 39.8
4
41.36
41.29
41.2641.27
41.17
41.1841.05
41.0040.9940.86
40.86
40.7640.7240.62
40.68
40.56
40.4
5
40.5
6
39.53
39.55
39.58
39.74
39.94
40.52
39.96
40.0040.03
40.1140.16
40.21
40.36
KO39.16
39.42
39.34
39.39
39.45
39.48 39.54 39.57
39.70
39.7439.88
39.95
39.9039.95
MP MP
39.79
39.72
39.68
39.67
39.69
39.60
39.66
39.52
39.45
39.38
39.34
39.29
39.29
39.27
39.27
39.29
FH
SV
39.50
39.38
39.36
39.4839.61
39.85
40.12
39.96
RP
39.4
6
39.44
39.42
SP
39.83
39.8039.82
LP39.69
39.68
39.6
8
39.5
8
40.02
40.2
4
40.21
40.17
40.18
40.18
40.65
40.71
40.46
SP
40.04
39.9839.95
39.9840.03 40.11 40.35
40.47
40.42
40.4740.47
40.47
40.42
40.10
40.1
3
40.1
7
40.20
40.41
40.5
040
.53
40.61
40.65
39.96
39.88
39.94
Door
39.87
39.77
39.72
39.73
39.73
41.34
G39.77
G39.58
G39.85
13.6
6.53
Max 90° Horiz
Max 10° Vert
6.4 1.4 1.4 2.52
4.78
1.37 3 1.4
Max Legal Length (UK) Articulated Vehicle (16.5m)
Overall Length 16.500m
Overall Width 2.550m
Overall Body Height 3.681m
Min Body Ground Clearance 0.411m
Max Track Width 2.500m
Lock to lock time 6.00s
Kerb to Kerb Turning Radius 6.530m
10.201
1.298 1.61 4.128 1.524
Large Tipper
Overall Length 10.201m
Overall Width 2.495m
Overall Body Height 2.890m
Min Body Ground Clearance 0.341m
Track Width 2.471m
Lock to lock time 6.00s
Kerb to Kerb Turning Radius 11.550m
4.972
0.897 2.88
Luxury 4x4 (2006)
Overall Length 4.972m
Overall Width 2.034m
Overall Body Height 1.905m
Min Body Ground Clearance 0.279m
Max Track Width 1.884m
Lock to lock time 4.00s
Kerb to Kerb Turning Radius 5.800m
4.972
0.897 2.88
Luxury 4x4 (2006)
Overall Length 4.972m
Overall Width 2.034m
Overall Body Height 1.905m
Min Body Ground Clearance 0.279m
Max Track Width 1.884m
Lock to lock time 4.00s
Kerb to Kerb Turning Radius 5.800m
NOTES
DRAWING No.
DRAWN CHECKED APPROVED
DATE
TITLE
REVISIONS
REV DATE DESCRIPTION CHK APP
REVISION
BY
Haskoning UK Ltd.
PROJECT
c
REPRODUCED FROM ORDNANCE SURVEY MAPS WITH PERMISSIONFROM THE CONTROLLER OF HM STATIONERY OFFICE. CROWNCOPYRIGHT RESERVED. LICENCE No. 100023422 2007.
CLIENT
DRAWING No.
SCALE AT A1 CLIENTS REF.
Rightwell House, BrettonPeterborough, Cambridgeshire, PE3 8DW
Tel +44(0)1733 334455Email [email protected]
www.royalhaskoningDHV.com
CAWSTON HIGHWAYINTERVENTION SCHEME
TP-PB5640-DR019
TP-PB5640-DR019
F2.0
03.01.2020 1:500
RNE ADR ADR
This drawing has been based upon survey information supplied by.................,and the Denis Wilson can not guarantee the accuracy of data.
SWEPT PATH ANALYSISARTICULATED, LARGE TIPPER
VEHICLES AND CAR - TWO WAYMOVEMENTS
NORFOLK BOREASOFFSHORE WIND FARM
FIRST ISSUE
CLIENT DWG No.
1. Do not scale from this drawing. all dimensions are in metres unlessnoted otherwise.
2. This drawing has been based upon Ordnance Survey Maps and RoyalHaskoning can not guarentee the accuracy of data.
3. Access for pedestrians and cyclists is to be maintained at all times.accesses to properties are to be maintained and works programmed inconsultation with property owners.
4. Road markings and road signs are to be in accordance with the sidocument "traffic signs regulations and general directions, 2016".
5. HGV construction movements to be restricted to 9am to 3pm and 4pmto 6pm only.
VEHICLE BODY SWEPT PATH (FORWARD GEAR)
VEHICLE CHASIS SWEPT PATH
KEY
POTENTIAL TWO-WAYARTICULATED HGV AND CARCONFLICT AREA
NOT FORCONSTRUCTION
UPDATED TO SUIT STAGE 1 RSARNE FEB'20 RNE ADR ADR
Diagram: 674Width: 615mmHeight: 925mmx-height: (Cawston = 37.5mm)Area: 0.57m2
Material: RA2 (BS EN 12899)
Diagram: 675AWidth: 600mmHeight: 855mmx-height: n/aArea: 0.51m2
Material: RA2 (BS EN 12899)
Diagram: 639-BWidth: 135mmHeight: 190mmx-height: 15mmArea: 0.03m2
Material: RA2 (BS EN 12899)
Diagram: 639-CWidth: 135mmHeight: 190mmx-height: 15mmArea: 0.03m2
Material: RA2 (BS EN 12899)
Diagram: 639-AWidth: 135mmHeight: 100mmx-height: 15mmArea: 0.02m2
Material: RA2 (BS EN 12899)
Diagram: 516Width: 600mmHeight: 550mmx-height: n/aArea: 0.33m2
Material: RA2 (BS EN 12899)
Oncomingvehiclesin middleof road
Diagram: 575Width: 600mmHeight: 450mmx-height: 62.5mmArea: 0.27m2
Material: RA2 (BS EN 12899)
Diagram: 544.1Width: 600mmHeight: 550mmx-height: n/aArea: 0.33m2
Material: RA2 (BS EN 12899)
NOTES
DRAWING No.
DRAWN CHECKED APPROVED
DATE
TITLE
REVISIONS
REV DATE DESCRIPTION CHK APP
REVISION
BY
Haskoning UK Ltd.
PROJECT
c
REPRODUCED FROM ORDNANCE SURVEY MAPS WITH PERMISSIONFROM THE CONTROLLER OF HM STATIONERY OFFICE. CROWNCOPYRIGHT RESERVED. LICENCE No. 100023422 2007.
CLIENT
DRAWING No.
SCALE AT A1 CLIENTS REF.
Rightwell House, BrettonPeterborough, Cambridgeshire, PE3 8DW
Tel +44(0)1733 334455Email [email protected]
www.royalhaskoningDHV.com
CAWSTON HIGHWAYINTERVENTION SCHEME
TP-PB5640-DR020
TP-PB5640-DR020
F2.0
03.01.2020 1:500
RNE ADR ADR
This drawing has been based upon survey information supplied by.................,and the Denis Wilson can not guarantee the accuracy of data.
SIGN SCHEDULES
NORFOLK BOREASOFFSHORE WIND FARM
FIRST ISSUE
CLIENT DWG No.
1. Do not scale from this drawing. all dimensions are in metres unlessnoted otherwise.
2. This drawing has been based upon Ordnance Survey Maps and RoyalHaskoning can not guarentee the accuracy of data.
3. Access for pedestrians and cyclists is to be maintained at all times.accesses to properties are to be maintained and works programmed inconsultation with property owners.
4. Road markings and road signs are to be in accordance with the sidocument "traffic signs regulations and general directions, 2016".
KEY
NOT FORCONSTRUCTION
UPDATED TO SUIT STAGE 1 RSARNE FEB'20 RNE ADR ADR
Norfolk Boreas Offshore Wind Farm 8.8 Page 14
14 APPENDIX 7 SCHEME OF HIGHWAY MITIGATION (THE STREET, OULTON)
Outline Traffic Management Plan May 2020