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Property and Infrastructure The Quadrant, Silverlink North, Cobalt Business Park, North Tyneside NE27 0BY - 0191 643 4819 S2 - Issued for Information Commercial in Confidence North Tyneside Council A19 EMPLOYMENT ACCESS - COBALT SEP Pavement Layout Sheet 1 of 77874-CS-00-HPV-DR-C-0001 Classification Client Scale at A1 Drawn Checked Approved Project - Originator Zone Level File Type Role Number Revision RevPurpose of Issue Description Date Project Drawing Project No. Date Drawing Identifier CS077874 1:1500 MI 6 ST ALB 11 25 75.6 13 54 24 46 7 8 COLWELL ROAD 20 48 1 NEW YORK ROAD ETL Gas Gov 42 14 5 34 50 38 36 2 11 52 9 56 9 13 The Allotment 20 5 17 12 Garage LILBURN ROAD THE SILVERLINK NORTH SILVERLINK THE 29 15 b & c Path 41 59 56 verified at sub-formation level by agreement with the Supervisor. CBR value to be measured and Dismantled Railway Shaft 64 46 67 48 Hospital ETL Cobalt House (PH) Arms NEW YORK ROAD 10 Northumberland Community Centre Hotel 3 5 7 9 12 1 The Allotment 3 QUICK SILVER WAY SILVER QUICK 11 Pond 18 145 BENTON ROAD BENTON 94 20 22 21 69 88 Allotment Gardens 23 7 96 25 War Memorial West Allotment Methodist Church 153 133 29 A 191 2 Allotment Gardens 110 75 64 87 100 136 105 33 BAYFIELD 77 163 Path •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 63 35 verified at sub-formation level by CBR value to be measured and agreement with the Supervisor. 138 121 62 167 HOLYFIELDS El Sub Sta 82 128 115 37 39 39 43 41 119 168 20 11 15 175 13 Play Area West Allotment 162 7 TCB 146 1 Track 21 122 1 1 PO TURNER STREET LB 2 1 1 1 3 Preston Terrace Preston 91b 172 HOLYFIELDS 7 1 25 1 156 72 160 1 1 13 27 91a 93 31 17 BENTON ROAD 30 7 8 25 Post 7 70 7 20 1 7 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 7 Co-operative Terrace Co-operative 15 BROOKFIELD 105 112 7 33 7 7 l20 113 109 6 Post 60 13 verified at sub-formation level by 14 CBR value to be measured and agreement with the Supervisor. 13 13 14a 111 HOLYFIELDS 87 1 75 13 13 Griffith Terrace 45 Taylor Terrace Lamb Terrace Post 13 94 13 Maud Terrace 13 Buddle Terrace North Terrace Carlisle Terrace 2 Eccles Terrace 25 63 13 13 Cramlington Terrace Cramlington 16 14 Post 29 19 77 24 73 39 56 20 100 19 19 20 18 92 18 55 86 88 Post HOLYFIELDS 13 22 81 Terrace Earsdon 10 1 94 69 53 HOLYFIELDS BROOKFIELD 68 57 9 80 26 9a 70 23 26 98 2 22 23 22 Post 49 25 25 19 52 76 51 25 26 28 1 28 17 25 24 90 24 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 65 North 15 27 61 29 Terrace 25 66 8 11 Post Terrace Ryton BROOKFIELD 72 Eccles Terr 26 Carlisle Terr 50 70 1 28 Terrace Holywell 73.27 Maud Terrace 78 Buddle Terrace 72 88 - 80 Lamb Terrace 29 Griffith Terrace 7 27 57 STREET WEST Post 72.1 7 Taylor Terrace 31 31 72.9 El Sub Sta 1 3 34 5 1 35 Rudyerd House 1 10 25 HOLYFIELDS 71.9 5 42 6 Works 52 Backworth Terrace Backworth 31 - 43 - 31 51 61 2 11 15 4 112 17 114 Cheviot View Path and Club 8 30 108 Institute 15 140 16 126 138 118 22 142 73 El Sta Sta Sub verified at sub-formation level by CBR value to be measured and agreement with the Supervisor. 16 188 124 86 14 98 6 80 CLOVERFIELD 1 BENTON ROAD 84 148 A 191 A 28 158 75 26 78 94 3 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• • ••••••••••••••••••••••••••••••••••••••• 166 182 125 79 72 32 MURRAYFIELDS 76 84 83 85a MURRAYFIELDS 83a 67 170 85 176 64 58 60 42 Path 32 71 90 40 113 54 56 61 95 CR Boro Const & Ward Bdy 98 94 101 38 MURRAYFIELDS A 19 58 46 41 47 Playground Ppg Sta 1 51 52 ••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••• agreement with the Supervisor. the with agreement verified at sub-formation level by level sub-formation at verified CBR value to be measured and measured be to value CBR EDMUND ROAD Motel PH The Stonebrook FRANCIS WAY surfacing. Limits of Limits El Sub Sta N Car Park 97 76 95 • •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• h RTS WAY RTS HPV-DR-C-0001 PAVEMENT.DWG Printed by: Deji Olaoye On: 15/Dec/2015 At: 17:34 At: 15/Dec/2015 On: Olaoye Deji by: Printed PAVEMENT.DWG HPV-DR-C-0001 PAVEMENTS\DRAWING\77874-CS-00- - DRAWINGS\WORKING\DELIVERY\HPV ACTIVITIES\1 WORK RBT\B HOLYSTONE A19 & X:\INFRASTRUCTURE\COBALT Holystone Key: 72.51 (PH) 1 CARRIAGEWAY CONSTRUCTION (Type P1) Excavate existing verge / footway, dispose of acceptable N / unacceptable earthwork material and construct carriageway. CARRIAGEWAY OVERLAY / RESURFACING For overlay thickness, cold milling and regulating, see drawings CS-00-HPV-DR-C-0002 series. FOOTWAY CONSTRUCTION (TYPE F1) Prepare existing surface for footway construction - excavate / overlay / re-profile. 60 66 FOOTWAY CONSTRUCTION (TYPE F?) 68 Prepare existing surface for footway construction - ST CUTHBERTS WAY excavate / overlay / re-profile. Crimped Concrete. 70 FOOTWAY CONSTRUCTION (TYPE F?) Prepare existing surface for footway construction - excavate / overlay / re-profile. Tegular block paving. Car Park FOOTWAY RESURFACING Excavate existing bituminous material. Process and re-use as 6F2 capping. Re-profile existing footway and resurface to new levels. 87 HARD EXCAVATION 76 Break-up and remove bitumen / concrete material. 95 Process and re-use as 6F2 capping. 97 VERGE CONSTRUCTION Excavate existing or fill to new profile. Topsoil 150mm thick with grass seed mix. See Appendix 30/5. Carriageway narrow widening less than 1.2m refer to typical cross section drawing. NOTES: 1. This drawing should not be scaled. All dimensions must be checked on site, and the contractor is to report any omissions or errors to the contract administrator. 2. Capping thickness is based on a CBR value of 4%. Actual CBR is to be measured on site, and capping thickness adjusted accordingly. 3. Refer to setting-out details and cross-sections for proposed SHE feature dimensions etc. Limits of 4. Refer to Appendix 6/7 for surface treatment of formation / surfacing. 1.1 to 1.5 sub-formation. 5. Proposed carriageway make-up as Appendix 7/1 and above key. SAFETY, HEALTH AND ENVINRONMENTAL INFORMATION In addition to the hazards/risks normally associated with the 6. Proposed footway, footway / cycleway make-up as Appendix types of work detailed on this drawing, note the following: 11/1 & above key. CONSTRUCTION: 7. All arisings (acceptable & unacceptable material) through excavations for carriageway and footway / cycleway 1.1. SITE SAFETY / SECURITY: ENSURE WORK AREAS ARE construction are to be removed from site and disposed of to SEGREGATED FROM THE GENERAL PUBLIC BY (licensed) tip off site. MEANS OF ROBUST PHYSICAL BARRIERS, AND The Stonebrook THESE AREAS ARE SECURE OUTSIDE OF WORKING HOURS. 1.2. THE OVERALL NUMBER OF WORK AREAS ARE TO BE KEPT TO A MINIMUM. ENSURE DEFINED EGRESS AND PH ACCESS ROUTES FOR CONSTRUCTION VEHICLES. 1.3. CONSTRUCTION WORKS IN THE VICINITY OF THE GENERAL PUBLIC, AND MOVING PUBLIC SERVICE VEHICLES. 1.4. SHALLOW / UNCHARTED PUBLIC UTILITY APPARATUS IN AREAS OF EXCAVATION. 1.5. TRAFFIC MANAGEMENT: PEDESTRIANS AND CYCLISTS ENTERING SEGREGATED AREAS OF THE WORKS. CONSIDER ROPING BETWEEN CONES OR Rev Description Date Drwn App'd PLACING RAILWAY SLEEPERS BETWEEN CONES. Chk'd Purpose of Issue SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION S2 - Issued for Information Refer to the relevant Construction (Design and Management) documentation where applicable. Classification CBR value to be measured and It is assumed that all works on this drawing will be carried out by a competent Commercial in Confidence verified at sub-formation level by contractor, working where appropriate to approved method statements and risk assessments. agreement with the Supervisor. Client North Tyneside Council Project A19 EMPLOYMENT ACCESS - HPV-DR-C-0001 PAVEMENT.DWG HPV-DR-C-0001 by: Printed On: Deji Olaoye15/Dec/2015 At: 17:34 COBALT SEP Drawing Pavement Layout Sheet 1 of 5 Scale at A1 Drawn Checked Approved 1:500 MI - - Project No. Date CS077874 10-SEP-15 Drawing Identifier Project - Originator - Zone - Level - File Type - Role - Number Revision 77874-CS-00-HPV-DR-C-1001 P01.1 1 52 51 Property and Infrastructure The Quadrant, The Silverlink North, Cobalt Business Park, North Tyneside NE27 0BY - 0191 643 4819 www.capitaproperty.co.uk Capita Property and Infrastructure Ltd. X:\INFRASTRUCTURE\COBALT & A19 HOLYSTONE RBT\B WORK ACTIVITIES\1 DRAWINGS\WORKING\DELIVERY\HPV - PAVEMENTS\DRAWING\77874-CS-00- DRAWINGS\WORKING\DELIVERY\HPV ACTIVITIES\1 RBT\B WORK HOLYSTONE & A19 X:\INFRASTRUCTURE\COBALT • ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Key: 86 95 CARRIAGEWAY CONSTRUCTION (Type P1) Excavate existing verge / footway, dispose of 112 acceptable / unacceptable earthwork material and construct carriageway. N CARRIAGEWAY OVERLAY / RESURFACING 61 For overlay thickness, cold milling and regulating, see 57 drawings CS-00-HPV-DR-C-0002 series. CARRIAGEWAY RECONSTRUCTION Excavate and dispose of acceptable / unacceptable earthwork material. Process bituminous material and 72 re-use as 6F2 capping. Construct carriageway. 108 FOOTWAY CONSTRUCTION (TYPE F1) Prepare existing surface for footway construction - 101 94 excavate / overlay / re-profile. FOOTWAY CONSTRUCTION (TYPE F?) 85 Prepare existing surface for footway construction - 83a excavate / overlay / re-profile. Tegular block paving. 83 98 FOOTWAY RESURFACING Excavate existing bituminous material. Process and 79 re-use as 6F2 capping. Re-profile existing footway and 2 resurface to new levels. SHE HARD EXCAVATION Break-up and remove bitumen / concrete material. 1.1 to 1.5 75 Process and re-use as 6F2 capping. 86 VERGE CONSTRUCTION 113 Excavate existing or fill to new profile. Topsoil 150mm thick with grass seed mix. See Appendix 30/5. SAFETY, HEALTH AND ENVINRONMENTAL INFORMATION 85a 73 80 In addition to the hazards/risks normally associated with the Carriageway narrow widening less than 1.2m refer to types of work detailed on this drawing, note the following: typical cross section drawing. CONSTRUCTION: 76 NOTES: 1.1. SITE SAFETY / SECURITY: ENSURE WORK AREAS ARE 1. This drawing should not be scaled. All dimensions must be SEGREGATED FROM THE GENERAL PUBLIC BY 125 MEANS OF ROBUST PHYSICAL BARRIERS, AND checked on site, and the contractor is to report any THESE AREAS ARE SECURE OUTSIDE OF WORKING omissions or errors to the contract administrator. HOURS. 88 72 2. Capping thickness is based on a CBR value of 4%. Actual 1.2. THE OVERALL NUMBER OF WORK AREAS ARE TO BE CBR is to be measured on site, and capping thickness KEPT TO A MINIMUM. ENSURE DEFINED EGRESS AND adjusted accordingly. ACCESS ROUTES FOR CONSTRUCTION VEHICLES. 3. Refer to setting-out details and cross-sections for proposed 1.3. CONSTRUCTION WORKS IN THE VICINITY OF THE feature dimensions etc. GENERAL PUBLIC, AND MOVING PUBLIC SERVICE VEHICLES. 4. Refer to Appendix 6/7 for surface treatment of formation / 70 sub-formation. 1.4. SHALLOW / UNCHARTED PUBLIC UTILITY APPARATUS IN AREAS OF EXCAVATION. 5. Proposed carriageway make-up as Appendix 7/1 and above key. 68 1.5. TRAFFIC MANAGEMENT: PEDESTRIANS AND CYCLISTS ENTERING SEGREGATED AREAS OF THE 6. Proposed footway, footway / cycleway make-up as 52 Appendix 11/1 & above key. WORKS. CONSIDER ROPING BETWEEN CONES OR HOLYFIELDS PLACING RAILWAY SLEEPERS BETWEEN CONES. 7. All arisings (acceptable & unacceptable material) through excavations for carriageway and footway / cycleway SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION construction are to be removed from site and disposed of to (licensed) tip off site. Refer to the relevant Construction (Design and Management) documentation where applicable. A 191 30 It is assumed that all works on this drawing will be carried out by a competent 66 contractor, working where appropriate to approved method statements and risk assessments. CBR value to be measured and verified at sub-formation level by agreement with the Supervisor. 53 51 El Sub Sta Rev Description Date Drwn App'd Chk'd Purpose of Issue 42 49 S2 - Issued for Information Classification Commercial in Confidence Client 16 11 North Tyneside Council 4 HOLYFIELDS HOLYFIELDS 1 15 2 17 19 Project 7 A19 EMPLOYMENT ACCESS - HPV-DR-C-0001 PAVEMENT.DWG HPV-DR-C-0001 by: Printed On: Deji Olaoye15/Dec/2015 At: 17:34 COBALT SEP 3 Drawing BENTON ROAD 58 Pavement Layout 50 MURRAYFIELDS 1 Sheet 2 of 5 61 52 Scale at A1 Drawn Checked Approved 64 MURRAYFIELDS 52 1:500 MI - - 1 55 Project No. Date CS077874 10-SEP-15 51 47 98 Drawing Identifier Project - Originator - Zone - Level - File Type - Role - Number Revision North 77874-CS-00-HPV-DR-C-1002 P01.1 Club 73.27 3 and Terrace Institute Rudyerd House 25 67 24 22 46 Works Property and Infrastructure The Quadrant, The Silverlink North, Cobalt Business Park, North Tyneside NE27 0BY - 0191 643 4819 www.capitaproperty.co.uk 71 Capita Property and Infrastructure Ltd. X:\INFRASTRUCTURE\COBALT & A19 HOLYSTONE RBT\B WORK ACTIVITIES\1 DRAWINGS\WORKING\DELIVERY\HPV - PAVEMENTS\DRAWING\77874-CS-00- DRAWINGS\WORKING\DELIVERY\HPV ACTIVITIES\1 RBT\B WORK HOLYSTONE & A19 X:\INFRASTRUCTURE\COBALT 7 6 • ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Key: 98 33 CARRIAGEWAY CONSTRUCTION (Type P1) Excavate existing verge / footway, dispose of 81 acceptable / unacceptable earthwork material and 21 construct carriageway. N SHE CARRIAGEWAY OVERLAY / RESURFACING 87 For overlay thickness, cold milling and regulating, see 11 1.1 to 1.5 drawings CS-00-HPV-DR-C-0002 series. 77 88 CARRIAGEWAY RECONSTRUCTION Excavate and dispose of acceptable / unacceptable 25 SAFETY, HEALTH AND ENVINRONMENTAL INFORMATION earthwork material. Process bituminous material and re-use as 6F2 capping. Construct carriageway. In addition to the hazards/risks normally associated with the types of work detailed on this drawing, note the following: FOOTWAY CONSTRUCTION (TYPE F1) BROOKFIELD Prepare existing surface for footway construction - 90 94 CONSTRUCTION: excavate / overlay / re-profile. 1.1. SITE SAFETY / SECURITY: ENSURE WORK AREAS ARE FOOTWAY CONSTRUCTION (TYPE F?) 110 SEGREGATED FROM THE GENERAL PUBLIC BY Prepare existing surface for footway construction - MEANS OF ROBUST PHYSICAL BARRIERS, AND excavate / overlay / re-profile. Tegular block paving. BAYFIELD THESE AREAS ARE SECURE OUTSIDE OF WORKING HOURS. FOOTWAY RESURFACING 73 Excavate existing bituminous material. Process and 1.2. THE OVERALL NUMBER OF WORK AREAS ARE TO BE re-use as 6F2 capping. Re-profile existing footway and KEPT TO A MINIMUM. ENSURE DEFINED EGRESS AND resurface to new levels. 65 ACCESS ROUTES FOR CONSTRUCTION VEHICLES. 105 HARD EXCAVATION 1.3. CONSTRUCTION WORKS12 IN THE VICINITY OF THE Break-up and remove bitumen / concrete material. 45 GENERAL PUBLIC, AND MOVING PUBLIC SERVICE Process and re-use as 6F2 capping. VEHICLES. 69 VERGE CONSTRUCTION 1.4. SHALLOW / UNCHARTED PUBLIC UTILITY APPARATUS Excavate existing or fill to new profile. Topsoil 150mm 82 thick with grass seed mix. See Appendix 30/5. IN AREAS OF EXCAVATION. 94 BROOKFIELD Carriageway narrow widening less than 1.2m refer to 1.5. TRAFFIC MANAGEMENT: PEDESTRIANS AND typical cross section drawing. CYCLISTS ENTERING SEGREGATED AREAS OF THE WORKS. CONSIDER ROPING BETWEEN CONES OR NOTES: 96 PLACING RAILWAY SLEEPERS BETWEEN CONES. 18 1. This drawing should not be scaled. All dimensions must be checked on site, and the contractor is to report any 57 SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION 61 omissions or errors to the contract administrator. Refer to the relevant Construction (Design and Management) documentation where applicable. 100 2. Capping thickness is based on a CBR value of 4%. Actual It is assumed that all works on this drawing will be carried out by a competent CBR is to be measured on site, and capping thickness contractor, working where appropriate to approved method statements and adjusted accordingly. risk assessments. 3. Refer to setting-out details and cross-sections for proposed 20 feature dimensions etc. 4. Refer to Appendix 6/7 for surface treatment of formation / sub-formation. CBR value to be measured and 77 verified at sub-formation level by 5. Proposed carriageway make-up as Appendix 7/1 and above agreement with the Supervisor. key. 75 6. Proposed footway, footway / cycleway make-up as Appendix 11/1 & above key. 7. All arisings (acceptable & unacceptable material) through excavations for carriageway and footway / cycleway construction are to be removed from site and disposed of to (licensed) tip off site. 112 2 100 86 175 80 A 191 Rev Description Date Drwn App'd Chk'd 76 Purpose of Issue l20 172 CBR value to be measured and S2 - Issued for Information verified at sub-formation level by Classification agreement with the Supervisor. 88 167 72 94 Commercial in Confidence 160 Client North Tyneside Council 92 163 70 168 Project 68 A19 EMPLOYMENT ACCESS - HPV-DR-C-0001 PAVEMENT.DWG HPV-DR-C-0001 by: Printed On: Deji Olaoye15/Dec/2015 At: 17:34 COBALT SEP HOLYFIELDS 113 156 153 111 162 138 Drawing Pavement Layout 63 66 Sheet 3 of 5 109 145 3 Scale at A1 Drawn Checked Approved 136 1:500 MI - - HOLYFIELDS Project No. Date 53 105 CS077874 10-SEP-15 Drawing Identifier Project - Originator - Zone - Level - File Type - Role - Number Revision 51 77874-CS-00-HPV-DR-C-1003 P01.1 146 49 128 133 39 75 Property and Infrastructure HOLYFIELDS The Quadrant, The Silverlink North, Cobalt Business Park, North Tyneside NE27 0BY - 0191 643 4819 www.capitaproperty.co.uk 11 Capita Property and Infrastructure Ltd. X:\INFRASTRUCTURE\COBALT & A19 HOLYSTONE RBT\B WORK ACTIVITIES\1 DRAWINGS\WORKING\DELIVERY\HPV - PAVEMENTS\DRAWING\77874-CS-00- DRAWINGS\WORKING\DELIVERY\HPV ACTIVITIES\1 RBT\B WORK HOLYSTONE & A19 X:\INFRASTRUCTURE\COBALT HOLYFIELD 1 HOLYFIELDS • ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••5 ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Key: 56 CARRIAGEWAY CONSTRUCTION (Type P1) Excavate existing verge / footway, dispose of acceptable / unacceptable earthwork material and 20 construct carriageway. N CARRIAGEWAY OVERLAY / RESURFACING 153 For overlay thickness, cold milling and regulating, see 59 drawings CS-00-HPV-DR-C-0002 series. Dismantled Railway CARRIAGEWAY RECONSTRUCTION Excavate and dispose of acceptable / unacceptable earthwork material. Process bituminous material and re-use as 6F2 capping. Construct carriageway. 67 FOOTWAY CONSTRUCTION (TYPE F1) Prepare existing surface for footway construction - excavate / overlay / re-profile. 145 3 FOOTWAY CONSTRUCTION (TYPE F?) 64 7 Prepare existing surface for footway construction - 136 8 26 excavate / overlay / re-profile. Tegular block paving. ST ALBANS VIEW FOOTWAY RESURFACING Excavate existing bituminous material. Process and NEW YORK ROAD re-use as 6F2 capping. Re-profile existing footway and resurface to new levels. CBR value to be measured and HARD EXCAVATION verified at sub-formation level by Break-up and remove bitumen / concrete material. agreement with the Supervisor. Process and re-use as 6F2 capping. Garage VERGE CONSTRUCTION Excavate existing or fill to new profile. Topsoil 150mm thick with grass seed mix. See Appendix 30/5. 133 Carriageway narrow widening less than 1.2m refer to 6 typical cross section drawing. NOTES: 1. This drawing should not be scaled. All dimensions must be checked on site, and the contractor is to report any omissions or errors to the contract administrator. 69 5 Northumberland 2. Capping thickness is based on a CBR value of 4%. Actual 3 CBR is to be measured on site, and capping thickness 9 Arms adjusted accordingly. 7 (PH) 3. Refer to setting-out details and cross-sections for proposed feature dimensions etc. Community Centre 4. Refer to Appendix 6/7 for surface treatment of formation / sub-formation. ETL 5. Proposed carriageway make-up as Appendix 7/1 and above key. BENTON ROAD 6. Proposed footway, footway / cycleway make-up as Appendix 11/1 & above key. 75.6 7. All arisings (acceptable & unacceptable material) through 64 excavations for carriageway and footway / cycleway construction are to be removed from site and disposed of to NEW YORK ROAD (licensed) tip off site. 21 76.12 War Memorial 22 23 Hospital 25 The Allotment 29 Gas Gov Rev Description Date Drwn App'd Chk'd Purpose of Issue 33 S2 - Issued for Information Classification Commercial in Confidence SHE Client West Allotment 1.1 to 1.5 North Tyneside Council Methodist Church The Allotment SAFETY, HEALTH AND ENVINRONMENTAL INFORMATION In addition to the hazards/risks normally associated with the Project types of work detailed on this drawing, note the following: CONSTRUCTION: A19 EMPLOYMENT ACCESS - HPV-DR-C-0001 PAVEMENT.DWG HPV-DR-C-0001 by: Printed On: Deji Olaoye15/Dec/2015 At: 17:35 COBALT SEP 1.1. SITE SAFETY / SECURITY: ENSURE WORK AREAS ARE SEGREGATED FROM THE GENERAL PUBLIC BY Allotment Gardens MEANS OF ROBUST PHYSICAL BARRIERS, AND THESE AREAS ARE SECURE OUTSIDE OF WORKING Drawing HOURS. Pavement Layout 1.2. THE OVERALL NUMBER OF WORK AREAS ARE TO BE KEPT TO A MINIMUM. ENSURE DEFINED EGRESS AND ACCESS ROUTES FOR CONSTRUCTION VEHICLES. 1.3. CONSTRUCTION WORKS IN THE VICINITY OF THE Sheet 4 of 5 GENERAL PUBLIC, AND MOVING PUBLIC SERVICE VEHICLES. Scale at A1 Drawn Checked Approved 1.4. SHALLOW / UNCHARTED PUBLIC UTILITY APPARATUS 1:500 MI - - IN AREAS OF EXCAVATION. Project No. Date 1.5. TRAFFIC MANAGEMENT: PEDESTRIANS AND CYCLISTS ENTERING SEGREGATED AREAS OF THE CS077874 10-SEP-15 WORKS. CONSIDER ROPING BETWEEN CONES OR PLACING RAILWAY SLEEPERS BETWEEN CONES. Drawing Identifier Project - Originator - Zone - Level - File Type - Role - Number Revision SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION 77874-CS-00-HPV-DR-C-1004 P01.1 Refer to the relevant Construction (Design and Management) documentation where applicable. It is assumed that all works on this drawing will be carried out by a competent contractor, working where appropriate to approved method statements and risk assessments. Property and Infrastructure Pond The Quadrant, The Silverlink North, Cobalt Business Park, North Tyneside NE27 0BY - 0191 643 4819 5 www.capitaproperty.co.uk Capita Property and Infrastructure Ltd. X:\INFRASTRUCTURE\COBALT & A19 HOLYSTONE RBT\B WORK ACTIVITIES\1 DRAWINGS\WORKING\DELIVERY\HPV - PAVEMENTS\DRAWING\77874-CS-00- DRAWINGS\WORKING\DELIVERY\HPV ACTIVITIES\1 RBT\B WORK HOLYSTONE & A19 X:\INFRASTRUCTURE\COBALT • ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• ••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• Key: CARRIAGEWAY CONSTRUCTION (Type P1) Excavate existing verge / footway, dispose of acceptable / unacceptable earthwork material and construct carriageway. N CARRIAGEWAY OVERLAY / RESURFACING For overlay thickness, cold milling and regulating, see Pond drawings CS-00-HPV-DR-C-0002 series. CARRIAGEWAY RECONSTRUCTION 5 Excavate and dispose of acceptable / unacceptable earthwork material. Process bituminous material and re-use as 6F2 capping. Construct carriageway. FOOTWAY CONSTRUCTION (TYPE F1) Prepare existing surface for footway construction - excavate / overlay / re-profile. FOOTWAY CONSTRUCTION (TYPE F?) Prepare existing surface for footway construction - excavate / overlay / re-profile. Tegular block paving. Shaft FOOTWAY RESURFACING Excavate existing bituminous material. Process and re-use as 6F2 capping. Re-profile existing footway and resurface to new levels. Drain HARD EXCAVATION Break-up and remove bitumen / concrete material. Process and re-use as 6F2 capping. VERGE CONSTRUCTION Excavate existing or fill to new profile. Topsoil 150mm thick with grass seed mix. See Appendix 30/5. Drain Carriageway narrow widening less than 1.2m refer to typical cross section drawing. NOTES: 1. This drawing should not be scaled. All dimensions must be checked on site, and the contractor is to report any omissions or errors to the contract administrator. 2. Capping thickness is based on a CBR value of 4%. Actual CBR is to be measured on site, and capping thickness adjusted accordingly. 3. Refer to setting-out details and cross-sections for proposed feature dimensions etc. Pond 4. Refer to Appendix 6/7 for surface treatment of formation / sub-formation. 5. Proposed carriageway make-up as Appendix 7/1 and above key. 6. Proposed footway, footway / cycleway make-up as Appendix 11/1 & above key. 7. All arisings (acceptable & unacceptable material) through excavations for carriageway and footway / cycleway construction are to be removed from site and disposed of to (licensed) tip off site. THE SILVERLINK NORTH Hotel 10 Rev Description Date Drwn App'd Chk'd Purpose of Issue S2 - Issued for Information Classification Commercial in Confidence Client North Tyneside Council SHE 1.1 to 1.5 Project A19 EMPLOYMENT ACCESS - SAFETY, HEALTH AND ENVINRONMENTAL INFORMATION HPV-DR-C-0001 PAVEMENT.DWG HPV-DR-C-0001 by: Printed On: Deji Olaoye15/Dec/2015 At: 17:35 COBALT SEP In addition to the hazards/risks normally associated with the types of work detailed on this drawing, note the following: CONSTRUCTION: Drawing 1.1. SITE SAFETY / SECURITY: ENSURE WORK AREAS ARE Pavement Layout SEGREGATED FROM THE GENERAL PUBLIC BY MEANS OF ROBUST PHYSICAL BARRIERS, AND THESE AREAS ARE SECURE OUTSIDE OF WORKING HOURS. Sheet 5 of 5 1.2. THE OVERALL NUMBER OF WORK AREAS ARE TO BE KEPT TO A MINIMUM. ENSURE DEFINED EGRESS AND ACCESS ROUTES FOR CONSTRUCTION VEHICLES. Scale at A1 Drawn Checked Approved 1.3. CONSTRUCTION WORKS IN THE VICINITY OF THE 1:500 MI - - GENERAL PUBLIC, AND MOVING PUBLIC SERVICE Project No. Date Silverlink ParkVEHICLES. 1.4. SHALLOW / UNCHARTED PUBLIC UTILITY APPARATUS CS077874 10-SEP-15 IN AREAS OF EXCAVATION. Drawing Identifier 1.5. TRAFFIC MANAGEMENT: PEDESTRIANS AND Project - Originator - Zone - Level - File Type - Role - Number Revision CYCLISTS ENTERING SEGREGATED AREAS OF THE 77874-CS-00-HPV-DR-C-1005 P01.1 WORKS. CONSIDER ROPING BETWEEN CONES OR PLACING RAILWAY SLEEPERS BETWEEN CONES. SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION Refer to the relevant Construction (Design and Management) documentation where applicable. Property and Infrastructure It is assumed that all works on this drawing will be carried out by a competent The Quadrant, The Silverlink North, Cobalt Business Park, contractor, working where appropriate to approved method statements and North Tyneside NE27 0BY - 0191 643 4819 risk assessments. www.capitaproperty.co.uk Capita Property and Infrastructure Ltd. 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7DEOH&DOLEUDWLRQ5HVXOWVIRUWKH$0%DVH0RGHO 7UDIILF)ORZV /RFDWLRQ 'LIIHUHQFH *(+ 2EVHUYHG 0RGHOOHG A19 NB Slip towards A19 Holystone Interchange 501 503 0% 0.1 Holystone Way towards A19 Holystone Interchange 631 631 0% 0.0 Whitley Road towards A19 Holystone Interchange 287 290 1% 0.2 A19 SB Slip towards A19 Holystone Interchange 1155 1157 0% 0.1 A186 towards A19 Holystone Interchange 827 827 0% 0.0 A191 towards A19 Holystone Interchange 729 707 -3% 0.8 Benton Road @ A191 Junction 300 307 2% 0.4 A191 EB @ Holyfields Roundabout 1434 1391 -3% 1.1 New York Road @ Holyfields Roundabout 419 425 1% 0.3 Holyfields @ Holyfields Roundabout 153 157 3% 0.3 A191 WB @ Holyfields Roundabout 639 640 0% 0.0 New York Road EB @ Silverlink North 1786 1756 -2% 0.7 Silverlink North @ Roundabout 258 227 -14% 2.0 New York Road WB @ Silverlink North 763 753 -1% 0.4 Silverlink North SB @ Quicksilver Junction 1375 1368 -1% 0.2 Silverlink North NB @ Quicksilver Junction 339 298 -14% 2.3 Quick Silver EB @ Silverlink North Junction 42 49 14% 1.0 Silverlink North @ Silver Fox Way Junction 948 1003 5% 1.8 Silver Fox Way WB @ Silverlink North Junction 490 496 1% 0.3 Cobalt Park Way NB @ Silverlink North Junction 610 628 3% 0.7 &REDOW%XVLQHVV3DUN &RPPHUFLDOLQ&RQILGHQFH 9,66,00LFUR6LPXODWLRQ 0RGHO %DVH0RGHO&DOLEUDWLRQ 0DUFK Silver Fox Way EB @ Silverlink North Junction 162 167 3% 0.4 Atmel Way @ The Silverlink Junction 378 414 9% 1.8 Middle Engine Lane WB @ Atmel\The Silverlink Junction 344 360 4% 0.9 The Silverlink @ Atmel\The Silverlink Junction 518 519 0% 0.0 Middle Engine Lane EB @ Atmel\The Silverlink Junction 603 617 2% 0.6 Middle Engine Lane @ Addington Drive Junction 429 463 7% 1.6 Churchill Street @ Addington Drive Junction 749 761 2% 0.4 Battle Hill Drive @ Addington Drive Junction 414 424 2% 0.5 Addington Drive 606 616 2% 0.4 Kingfisher Way EB 20 20 0% 0.0 Kingfisher Way WB 118 115 -3% 0.3 kittiwake Close WB 23 23 0% 0.0 Kittiwake Close EB 56 58 3% 0.3 Bittern Close EB 50 50 0% 0.0 Bittern Close WB 99 90 -10% 0.9 The Silverlink in the South NB 727 743 2% 0.6 The Silverlink in the South SB 287 251 -14% 2.2 Arnold Clark Ford Industrial @ Park Lane Junction 27 27 0% 0.0 New York Road EB @ Park Lane Junction LEFT Turn 62 71 13% 1.1 Park Lane@ New York Road Junction 704 690 -2% 0.5 New York Road WB @ Park Lane Junction 668 741 10% 2.8 New York Road EB @ Norham Road Junction 1141 1042 -10% 3.0 Housing estate @ Norham Road Junction 97 104 7% 0.7 A191 Bypass @ Norham Road Junction 1169 1165 0% 0.1 Norham Road @ New York Road Junction 527 518 -2% 0.4 Silver Fox Way @ New York Road Junction 124 174 29% 4.1 Silver Fox Way WB @ New York Way Junction 491 541 9% 2.2 New York Way NB @ Silver Fox Way Junction 137 149 8% 1.0 Silver Fox Way EB @ New York Way Junction 182 203 10% 1.5 Norham Road SB @ Middle Engine Lane Junction 972 899 -8% 2.4 Norham Road NB @ Middle Engine Lane Junction 535 539 1% 0.2 Middle Engine Lane @ Norham Road Junction 173 171 -1% 0.2 Middle Engine Lane WB @ New York Way Junction 349 351 1% 0.1 New York Way @ Middle Engine Lane Junction 143 176 19% 2.6 Middle Engine Lane EB @ New York Way Junction 328 327 0% 0.1 New York Rd EB @ Park Lane Junction AHEAD 712 620 -15% 3.6 Into Arnold Clark from New York West 48 30 -60% 2.9 Into Silver Fox Way South @ Silverlink North Roundabout 942 979 4% 1.2 Into Quick Silver Way @ Silverlink North Junction 237 219 -8% 1.2 North Tyneside Council 207 196 -6% 0.8 Hewlett Packard 224 213 -5% 0.7 The Silverlink North NB 515 485 -6% 1.3 7DEOH SUHVHQWV WKH FDOLEUDWLRQ UHVXOWV IRU WKH 30 EDVH PRGHO 7KH 30 SHDN PRGHO LV FRQVLGHUHG DFFHSWDEOH ZLWK DQ H[FHOOHQW DFFXUDF\ RI ILW DV RI WKH FRPSDUHG WUDIILF IORZ YDOXHVKDYHD*(+YDOXHRIOHVVWKDQ &REDOW%XVLQHVV3DUN &RPPHUFLDOLQ&RQILGHQFH 9,66,00LFUR6LPXODWLRQ 0RGHO %DVH0RGHO&DOLEUDWLRQ 0DUFK 7DEOH&DOLEUDWLRQ5HVXOWVIRUWKH30%DVH0RGHO 7UDIILF)ORZV /RFDWLRQ 'LIIHUHQFH *(+ 2EVHUYHG 0RGHOOHG A19 NB Slip towards A19 Holystone Interchange 733 734 0% 0.0 Holystone Way towards A19 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Junction 354 399 11% 2.3 Silver Fox Way EB @ Silverlink North Junction 538 531 -1% 0.3 Atmel Way @ The Silverlink Junction 772 761 -1% 0.4 Middle Engine Lane WB @ Atmel\The Silverlink Junction 421 425 1% 0.2 The Silverlink @ Atmel\The Silverlink Junction 732 721 -2% 0.4 Middle Engine Lane EB @ Atmel\The Silverlink Junction 491 498 1% 0.3 Middle Engine Lane @ Addington Drive Junction 893 910 2% 0.6 Churchill Street @ Addington Drive Junction 886 879 -1% 0.2 Battle Hill Drive @ Addington Drive Junction 518 536 3% 0.8 Addington Drive 384 392 2% 0.4 Kingfisher Way EB 116 116 0% 0.0 Kingfisher Way WB 27 21 -29% 1.2 kittiwake Close WB 79 79 0% 0.0 Kittiwake Close EB 29 38 24% 1.6 Bittern Close EB 75 75 0% 0.0 Bittern Close WB 60 59 -2% 0.1 The Silverlink in the South NB 593 595 0% 0.1 The Silverlink in the South SB 706 668 -6% 1.4 Arnold Clark Ford Industrial @ Park Lane Junction 70 70 0% 0.0 New York Road EB @ Park Lane Junction LEFT Turn 325 326 0% 0.1 Park Lane@ New York Road Junction 485 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