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The sheet includes safety, health, and environmental information, construction and maintenance notes, and explicit instructions not to scale and to use stated dimensions. It references related structure location drawings and defines key levels and units, including dimensions in millimetres and levels above Ordnance Datum.",{"@graph":69,"@context":121},[70,84,104],{"@type":71,"itemListElement":72},"BreadcrumbList",[73,77,79,82],{"item":74,"name":75,"@type":76,"position":8},"https://docshare.wps.com","Home","ListItem",{"item":78,"name":9,"@type":76,"position":14},"https://docshare.wps.com/document/",{"item":80,"name":40,"@type":76,"position":81},"https://docshare.wps.com/document/research-report/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/technical-appraisal-report-appendices-ho-appendix-h-typical-structures/649349/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":98,"encodingFormat":97,"isAccessibleForFree":99,"interactionStatistic":100},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/technical-appraisal-report-appendices-ho-appendix-h-typical-structures/649349.png","ImageObject",300,407,{"name":92,"@type":93},"cryingin4k","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-23",true,{"@type":101,"interactionType":102,"userInteractionCount":4},"InteractionCounter",{"@type":103},"ViewAction",{"@type":105,"mainEntity":106},"FAQPage",[107,113,117],{"name":108,"@type":109,"acceptedAnswer":110},"What is Appendix H used for in this technical set?","Question",{"text":111,"@type":112},"Appendix H provides drawings of typical structures to support PCF Stage 1 cost estimation for the A27 Arundel Bypass options.","Answer",{"name":114,"@type":109,"acceptedAnswer":115},"How should readers treat the drawings regarding measurements?",{"text":116,"@type":112},"The drawings must not be scaled; stated dimensions should be used, and references to related structure location drawings are provided for context.",{"name":118,"@type":109,"acceptedAnswer":119},"What units and reference datum are specified?",{"text":120,"@type":112},"All dimensions are in millimetres unless noted otherwise, and all levels are in metres above Ordnance Datum unless noted otherwise.","https://schema.org",{"og:url":83,"og:type":123,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":125,"canonical":83},"index,follow",{"doc_id":127,"site_id":62},649349,1792799335,{"code":4,"msg":5,"data":130},{"doc_id":127,"user_id":131,"nickname":92,"user_avatar":132,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":133,"file_id":134,"file_url":135,"file_type":136,"file_size":137,"view_count":4,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":138,"language":139,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":140,"faqs":141,"seo_title":142,"seo_description":67,"update_tm":128,"read_time":143},137458181193,"https://ap-avatar.wpscdn.com/davatar_6f874abed73319feea01a86fa6f0fab8","Appendix H  \nDRAWINGS OF TYPICAL STRUCTURES  \n1  \nAPPENDIX H-1  \nTYPICAL STRUCTURES  \n2  \n0 10 Millimetres 100 DO NOT SCALE    \n| \u003Cbr>\u003Cbr>|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n| NOTES:\u003Cbr>1. THESE DRAWINGS HAVE BEEN PREPARED TO AID WITH THE PCF STAGE 1 COST ESTIMATION OF THE PROPOSED OPTIONS FOR THE A27 ARUNDEL BYPASS.\u003Cbr>2. DO NOT SCALE OFF THIS DRAWING, USE STATED DIMENSIONS ONLY.\u003Cbr>3. REFER TO DRAWING HE551523-WSP-SGN-A27AR-DR-S-0001 FOR STRUCTURE LOCATIONS.\u003Cbr>4. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE.\u003Cbr>5. ALL LEVELS ARE IN METRES AND ARE ABOVE ORDNANCE DATUM UNLESS NOTED OTHERWISE.\u003Cbr>6. NO SERVICE INFORMATION IS CURRENTLY SHOWN. | SAFETY, HEALTH AND ENVIRONMENTAL INFORMATION |  |  |  |  |  |  | Drawing Status\u003Cbr>FOR INFORMATION | Suitability\u003Cbr>S2 | Project Title\u003Cbr>REGIONAL INVESTMENT PROGRAMME A27 ARUNDEL BYPASS |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  | In addition to the hazards/risks normally associated with the types of work detailed on this drawing, note the following significant residual risks (Reference shall also be made to the design hazard log) . |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  | \u003Cbr>Westbrook Mills Borough Road Godalming Surrey\u003Cbr>GU7 2AZ\u003Cbr>Tel: +44 (0)1483 528400\u003Cbr>Fax: +44 (0)1483 528989 [www.wsp-pb.co.uk](www.wsp-pb.co.uk) |  | Drawing Title\u003Cbr>BINSTEAD LANE 1 OVERBRIDGE & TORTINGTON LANE OVERBRIDGE GENERAL ARRANGEMENT |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  | \u003Cbr>Construction |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  | \u003Cbr>Maintenance / Cleaning |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  | Scale\u003Cbr>AS SHOWN | Drawn\u003Cbr>TC | Checked\u003Cbr>BH | Approved BS |  | Authorised |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  | Client |  | Original Size A1 | Date 11/05/16 | Date 11/05/16 | Date 19/05/16 |  | Date\u003Cbr>--- |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  | \u003Cbr>Use |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  | Drawing Number\u003Cbr>Project  Originator  Volume\u003Cbr>HE551523-WSP-SBRA27AR-DR-S-0001\u003Cbr>Location  Type  Role  Number |  |  |  | Project Ref. No. 3514447G |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  | \u003Cbr>Decommissioning / Demolition |  |  |  |  |  |  |  |  |  |  |  |  | Revision\u003Cbr>P01 |  |\n|  |  | P01 | 19/05/16 | First Issue | TC | BH | BS |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  | Rev. | Date | Description | By | Chk'd | App'd |  |  |  |  |  |  |  |  |\n\n50  \nC:\\Users\\tim.cox\\appdata\\local\\temp\\AcPublish_ 7476\\HE551523-WSP-SBR-A27AR-DR-S-0001 .dwg: Plotted by: tim.cox Date: May 19, 2016-10:38am  \n0 10 Millimetres 100 DO NOT SCALE    \nVEHICULAR / CYCLIST / EQUESTRIAN PARAPET. N2 CONTAINMENT LEVEL ALUMINIUM PARAPET WITH SOLID INFILL PANELS 600 HIGH FROM THE BOTTOM AND MESH INFILL ABOVE. PARAPET HEIGHT  \nTO BE 1800MM ABOVE ADJACENT HARD SURFACE WORKING WIDTH TO BE W2  \n150 CARRIAGEWAY SURFACE THICKNESS  \nBRIDGE DECK  \nWATERPROOFING SYSTEM  \nCL CARRIAGEWAY  \n600  \n'B' A27 EASTBOUND  \n'B'  \nMIN. 1000 VERGE  \n2.5%  \nSECTION 'B' - 'B'  \nScale 1:50  \n600  \nScale 1:50  \n1m 0m 1m 2m 3m  \nA27 WESTBOUND  \n26100 CLEAR SPAN  \nN2W2 PARAPET  \n1  \n2  \n2500 VERGE  \n1000  \nHARD STRIP  \n7300  \nCARRIAGEWAY  \n1000  \nHARD STRIP  \n2500 CENTRAL RESERVE  \n1000  \nHARD STRIP  \nBACK OF VERGE ELEVATION 'A' - 'A'  \n7300  \nCARRIAGEWAY  \n1000  \nHARD STRIP  \n2500 VERGE  \nBACK OF VERGE  \nScale 1:100  \n1  \n2  \nIN-SITU REINFORCED CONCRETE FOUNDATION AND ABUTMENTS  \nFOR INFORMATION S2  \nREGIONAL INVESTMENT PROGRAMME A27 ARUNDEL BYPASS  \nWESTERN TIE-IN OVERBRIDGE GENERA","cbCaijuMlPW9MUzN","https://ap.wps.com/l/cbCaijuMlPW9MUzN","pdf",18865103,123,"English","# Appendix H\n## Typical Structures","[{\"question\":\"What is Appendix H used for in this technical set?\",\"answer\":\"Appendix H provides drawings of typical structures to support PCF Stage 1 cost estimation for the A27 Arundel Bypass options.\"},{\"question\":\"How should readers treat the drawings regarding measurements?\",\"answer\":\"The drawings must not be scaled; stated dimensions should be used, and references to related structure location drawings are provided for context.\"},{\"question\":\"What units and reference datum are specified?\",\"answer\":\"All dimensions are in millimetres unless noted otherwise, and all levels are in metres above Ordnance Datum unless noted otherwise.\"}]","Technical Appraisal Report Appendices HO - Appendix H - Typical Structures | PDF",310]