01 - LAYOUT...1. traffic signs traffic signs 1.1. new traffic signs to comply with bs en 12899-1:2007, new traffic signs to comply with bs en 12899-1:2007, and national annex, be manufactured

SLOW SLOWNorthumberland

County Council

Reproduced from/based upon the Ordnance Survey mapping with permission of theController of Her Majesty's Stationery Office. © Crown copyright. Unauthorisedreproduction infringes Crown copyright and may lead to prosecution or civil proceedings.NORTHUMBERLAND COUNTY COUNCIL - O.S. License No.100049048 (2009)

All rights reserved . No part of this document may be reproduced in any materialform (including photocopying or storing in any medium) without the writtenpermission of Northumberland County Council except in accordance with theprovisions of Copyright, Designs and Patents Act 1988. Unauthorisedreproduction may lead to prosecution or civil proceedings.

Northumberland

County Council

Technical Services

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AutoCAD SHX TextFile Path: S:\Highways\PROJECT\19\HF Local Safety Schemes\Countywide Schemes\HFD19545 - North Seaton Road & Newbiggin Road, Ashington\Drawings\General\A196 North Seaton S:\Highways\PROJECT\19\HF Local Safety Schemes\Countywide Schemes\HFD19545 - North Seaton Road & Newbiggin Road, Ashington\Drawings\General\A196 North Seaton Road\HFD19545-06-A196-01-01 NORTH SEATON RD SCHEME LAYOUT

AutoCAD SHX TextLast Saved By: Peter.FulhamPeter.Fulham

AutoCAD SHX TextA196 NORTH SEATON ROAD ASHINGTON

AutoCAD SHX TextROAD MARKING AMENDMENTS AND SPEED REDUCING FEATURES (Sheet 1 of 3)

AutoCAD SHX Text1:250 & AS SHOWN

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AutoCAD SHX TextNORTHUMBERLAND COUNTY COUNCIL COUNTY HALL, MORPETH NORTHUMBERLAND, NE61 2EF

AutoCAD SHX TextHFD19545/00/A196/01/01

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AutoCAD SHX TextEXISTING TRAFFIC SIGNS TO BE TAKEN DOWN AND DISPOSED OF OFF SITE (200 Series)

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AutoCAD SHX Text1. TRAFFIC SIGNS TRAFFIC SIGNS 1.1. NEW TRAFFIC SIGNS TO COMPLY WITH BS EN 12899-1:2007, NEW TRAFFIC SIGNS TO COMPLY WITH BS EN 12899-1:2007, AND NATIONAL ANNEX, BE MANUFACTURED FROM ALUMINUM COMPOSITE PANEL WITH CLASS RA2 SIGN FACE SHEETING UNLESS STATED OTHERWISE IN THE TRAFFIC SIGN SCHEDULE. 1.2. DESIGN WIND-LOADING TO DETERMINE SIGN SUPPORT AND DESIGN WIND-LOADING TO DETERMINE SIGN SUPPORT AND FOUNDATION DESIGN TO BS EN 12899-1:2007, AND NATIONAL ANNEX, HAS BEEN ASSESSED USING BUCHANAN "SIGNLOAD" SOFTWARE OR SIMILAR APPROVED SOFTWARE. 1.3. ALL MECHANICAL FASTENERS FOR NEW SIGNS TO BE ALL MECHANICAL FASTENERS FOR NEW SIGNS TO BE PROCURED ONLY FROM NHSS 3 APPROVED SOURCES. 1.4. ENSURE POSTS DO NOT PROTRUDE ABOVE SIGN EDGE. ENSURE POSTS DO NOT PROTRUDE ABOVE SIGN EDGE. 1.5. ENSURE A MINIMUM OF 0.5m CLEARANCE FROM EDGE OF ENSURE A MINIMUM OF 0.5m CLEARANCE FROM EDGE OF CARRIAGEWAY AND 1.2m ON HIGH SPEED DUAL CARRIAGEWAY. 2. ROAD MARKINGS ROAD MARKINGS 2.1. NEW MARKINGS TO BE IN WHITE THERMOPLASITC SCREED WITH NEW MARKINGS TO BE IN WHITE THERMOPLASITC SCREED WITH APPLIED GLASS BEADS. 2.2. ROAD MARKINGS SHOULD BE IN ACCORDANCE WITH CLAUSE ROAD MARKINGS SHOULD BE IN ACCORDANCE WITH CLAUSE 1212 OF SHW, RETRO-REFLECTIVITY REQUIREMENTS FROM THE DATE OF APPLICATION OR DATE OF TRAFFICKING, WHICHEVER IS LATER, AND SHALL LAST FOR THE FUNCTIONAL LIFE OF THE MARKING. 2.3. MARKINGS TO HAVE A REQUIREMENT OF A MINIMUM MARKINGS TO HAVE A REQUIREMENT OF A MINIMUM RETRO-REFLECTIVITY VALUE OF 200 MCD/M /LX. 2/LX. 2.4. THE MINIMUM LAID THICKNESS IS 2.0mm FOR SCREEDED THE MINIMUM LAID THICKNESS IS 2.0mm FOR SCREEDED MARKINGS AND 1.5mm FOR SPRAY APPLIED MARKINGS. IN NO CASE SHALL ANY MATERIAL BE LAID MORE THAN 6mm THICK. 2.5. ALL HATCHED ROAD MARKINGS AND TRAFFIC ISLANDS TO BE ALL HATCHED ROAD MARKINGS AND TRAFFIC ISLANDS TO BE SWEPT CLEAN OF DETRITUS MATERIAL PRIOR TO LAYING OF ANY ROAD MARKINGS. 2.6. BETWEEN POINT x AND y REMOVE ALL EXISTING CARRIAGEWAY BETWEEN POINT x AND y REMOVE ALL EXISTING CARRIAGEWAY CENTRE LINE, ARROW, HATCHED AND "SLOW" ROAD MARKINGS TO ALLOW NEW ROAD MARKING LAYOUT TO BE LAID. 3. GENERAL GENERAL 3.1. THIS DRAWING TO BE READ IN CONJUNCTION WITH: THIS DRAWING TO BE READ IN CONJUNCTION WITH: HFD19545/00/A196/01/02 AND 03. 3.2. ALL WORKS TO BE AGREED ON SITE PRIOR TO ALL WORKS TO BE AGREED ON SITE PRIOR TO COMMENCEMENT 3.3. ANY QUERIES PLEASE CONTACT JOHN MATHER, COUNTY HALL, ANY QUERIES PLEASE CONTACT JOHN MATHER, COUNTY HALL, TEL No. 01670 624131.

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Documents

01 - LAYOUT...1. traffic signs traffic signs 1.1. new traffic signs to comply with bs en 12899-1:2007, new traffic signs to comply with bs en 12899-1:2007, and national annex, be manufactured