[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-650439-105":59,"doc-detail-650439-en":130},{"code":4,"msg":5,"data":6},0,"success",[7,13,18,23,28,33,38,43,48,51,55],{"id":8,"doc_module":4,"doc_module_name":9,"category_name":10,"show_sort_weight":11,"slug":12},1,"Document","Story & Novel",90,"story-novel",{"id":14,"doc_module":4,"doc_module_name":9,"category_name":15,"show_sort_weight":16,"slug":17},2,"Literature",80,"literature",{"id":19,"doc_module":4,"doc_module_name":9,"category_name":20,"show_sort_weight":21,"slug":22},4,"Exam",70,"exam",{"id":24,"doc_module":4,"doc_module_name":9,"category_name":25,"show_sort_weight":26,"slug":27},5,"Comic",60,"comic",{"id":29,"doc_module":4,"doc_module_name":9,"category_name":30,"show_sort_weight":31,"slug":32},6,"Technology",50,"technology",{"id":34,"doc_module":4,"doc_module_name":9,"category_name":35,"show_sort_weight":36,"slug":37},7,"Healthcare",40,"healthcare",{"id":39,"doc_module":4,"doc_module_name":9,"category_name":40,"show_sort_weight":41,"slug":42},8,"Research & Report",30,"research-report",{"id":44,"doc_module":4,"doc_module_name":9,"category_name":45,"show_sort_weight":46,"slug":47},9,"Religion & Spirituality",20,"religion-spirituality",{"id":46,"doc_module":4,"doc_module_name":9,"category_name":49,"show_sort_weight":46,"slug":50},"World Cup","world-cup",{"id":52,"doc_module":4,"doc_module_name":9,"category_name":53,"show_sort_weight":52,"slug":54},10,"Lifestyle","lifestyle",{"id":56,"doc_module":4,"doc_module_name":9,"category_name":57,"show_sort_weight":24,"slug":58},19,"General","general",{"code":4,"msg":60,"data":61},"ok",{"site_id":62,"language":63,"slug":64,"title":65,"keywords":66,"description":67,"schema_data":68,"social_meta":123,"head_meta":125,"extra_data":127,"updated_unix":129},105,"en","standard-drawing-sd7000-7020-stock-underpass-reinforcement-and-concrete-notes","Standard Drawing - SD7000-7020 - Stock Underpass - Reinforcement and Concrete Notes","","Standard drawing notes and specifications for reinforced concrete and structural steel works in a stock underpass project. Provides general requirements for fillets or chamfers, concrete cover and tolerance, bar lap lengths, reinforcement cutting and bending rules, welding permissions, and site workmanship controls. Includes compliance certification requirements, coordination with engineering and contract drawings, curing compound cover adjustments, proprietary item handling, and constraints on construction sequencing before approvals. References relevant Australian standards and transport department specifications.",{"@graph":69,"@context":122},[70,84,105],{"@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/standard-drawing-sd7000-7020-stock-underpass-reinforcement-and-concrete-notes/650439/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":99,"encodingFormat":97,"isAccessibleForFree":100,"interactionStatistic":101},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/standard-drawing-sd7000-7020-stock-underpass-reinforcement-and-concrete-notes/650439.png","ImageObject",300,407,{"name":92,"@type":93},"Logic","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-28","2026-10-24",true,{"@type":102,"interactionType":103,"userInteractionCount":81},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What are the general requirements for reinforcement corners and cover unless otherwise noted?","Question",{"text":112,"@type":113},"All corners require 20x 20 mm fillets or chamfers unless otherwise noted. Where curing compounds are used, the cover is increased by 5 mm, and nominal cover tolerances must comply with the referenced standard table/specification.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"Are contractors allowed to cut, bend, or weld reinforcement on site?",{"text":117,"@type":113},"Reinforcement cutting or bending on site is not permitted unless shown on the drawings or approved. Heating or welding to reinforcement is not permitted unless shown on the engineering drawings, and permitted welding must meet the listed transport department specification section requirements.",{"name":119,"@type":110,"acceptedAnswer":120},"How are discrepancies and engineering-document hierarchy handled?",{"text":121,"@type":113},"Any discrepancies must be referred to the superintendent for resolution before proceeding. The specification hierarchy states that the engineering drawings take precedence over the specification, with the specification itself taking precedence over relevant standards when applicable.","https://schema.org",{"og:url":83,"og:type":124,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":126,"canonical":83},"index,follow",{"doc_id":128,"site_id":62},650439,1792876149,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":81,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":139,"language":140,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":141,"faqs":142,"seo_title":143,"seo_description":67,"update_tm":144,"read_time":36},1099513958762,"https://ap-avatar.wpscdn.com/avatar/1000023916a998db790?x-image-process=image/resize,m_fixed,w_180,h_180&k=1784791008015729253","| GENERAL NOTES  \u003Cbr>CO4.ALL CORNERS SHALL HAVE A 20x 20 mm FILLETS OR CHAMFERS UNLESS NOTED OTHERWISE.  \u003Cbr>RE12.THE CONTRACTOR SHALL PROVIDE THE SUPERINTENDENT WITH ACRS(AUSTRALIAN  \u003Cbr>CERTIFICATION AUTHORITY FOR REINFORCING STEEL LTD)CERTIFICATION OF COMPLIANCE  \u003Cbr>GN1.THESE NOTES SHALL BE READ IN CONJUNCTION WITH ALL ENGINEERING DRAWINGS,THE  \u003Cbr>co5.WHERE CURING COMPOUNDS ARE USED,THE COVER SHALL BE INCREASED BY 5mm FOR  \u003Cbr>WITH AS.4671 FOR ALL REINFORCEMENT.THE CONTRACTOR SHALL PROVIDE THE  \u003Cbr>DEPARTMENT OF TRANSPORT AND PLANNING (DTP)CONTRACT SPECIFICATION,OTHER CONTRACT  \u003Cbr>CLASSIFICATIONS A AND B1 AND 10 mm FOR OTHER CLASSIFICATIONS,  \u003Cbr>SUPERINTENDENT WITH CERTIFICATION OF COMPLIANCE WITH AS,4672 FOR ALL PRESTRESSING  \u003Cbr>SPECIFIC DESIGN DRAWINGS AND WRITTEN INSTRUCTIONS FORMING PART OF THE CONTRACT.  \u003Cbr>STRANDS.  \u003Cbr>REINFORCEMENT  \u003Cbr>GN2.THE SPECIFICATION SHALL TAKE PRECEDENCE OVER ANY RELEVANT STANDARDS.THESE  \u003Cbr>RE13.HEATING OR WELDING TO REINFORCEMENT SHALL NOT BE_PERMITTED UNLESS SHOWN ON THE  \u003Cbr>RE1.THE STEEL REINFORCEMENT SHALL COMPLY WITH THE REOUIREMENT OF DEPARTMENT OF  \u003Cbr>ENGINEERING DRAWINGS SHALL TAKE PRECEDENCE OVER THE SPECIFICATION.THE FULL  \u003Cbr>DRAWINGS OR APPROVED BY THE DESIGN ENGINEER AND THE SUPERINTENDENT,  \u003Cbr>TRANSPORT AND PLANNING(DTP)CONTRACT SPECIFICATION AND AS.5100 UNLESS OTHERWISE  \u003Cbr>DOCUMENT HIERARCHY SHALL BE IN ACCORDANCE WITH DEPARTMENT OF TRANSPORT AND  \u003Cbr>PLANNING(DTP)STANDARD SPECIFICATION SECTION 175.  \u003Cbr>APPROVED BY THE SUPERINTENDENT.  \u003Cbr>RE14.PERMITTED WELDING OF REINFORCEMENT SHALL BE TO THE REQUIREMENTS OF DEPARTMENT OF  \u003Cbr>TRANSPORT AND PLANNING (DTP)STANDARD SPECIFICATION SECTION 611.  \u003Cbr>RE2.REINF ORCEMENT SHOWN ON THE DRAWINGS IS REPRESENTED DIAGRAMMATICALLY AND NOT  \u003Cbr>GN3.ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR RESOLUTION  \u003Cbr>BEFORE PROCEEDING WITH WORK.  \u003Cbr>NECESSARILY SHOWN IN TRUE SCALE.  \u003Cbr>RE15.ALL REINFORCEMENT SHALL BE SECURELY TIED WITH WIRE TIES AND ALL TIE ENDS SHALL  \u003Cbr>BE TURNED INTO THE MEMBER CLEAR OF THE COVER ZONE.  \u003Cbr>GN4.UNLESS NOTED OTHERWISE:  \u003Cbr>RE3.  SPACING;·TAKEN AS EOUAL UNLESS NOTED OTHERWISE,  \u003Cbr>(a)ALL DIMENSIONS ARE IN MILLIME TRES.  \u003Cbr>RE16,REINFORCEMENT SHALL NOT BE CUT OR BENT ONSITE UNLESS SHOWN ON THE DRAWINGS OR  \u003Cbr>(b)ALL REDUCED LEVELS ARE IN METRES.  \u003Cbr>RE⁴.SECTION 611 FER BENoTNG SPL1CING ASDORELDIN O GRADE 50o REINFoRCEMENO.  \u003Cbr>APPROVED BY THE DESIGN ENGINEER AND THE SUPERINTENDENT.CUTTING AND BENDING SHALL  \u003Cbr>(c)ALL SET OUT CO-ORDINATES ARE TO MAP GRID OF AUSTRALIA(MGA)  \u003Cbr>BE TO THE REQUIREMENTS OF DEPARTMENT OF TRANSPORT AND PLANNING(DTP)STANDARD  \u003Cbr>(d)ALL LEVELS ARE IN METRES AND TO AUSTRALIAN HEIGHT DATUM(AHD)  \u003Cbr>SPECIFICATION SECTION 611,  \u003Cbr>(e)ALL CHAINAGES ARE MEASURED ALONG ROAD DESIGN LINE ARE IN METRES,  \u003Cbr>RE5.THE CONTRACTOR IS REOUIRED TO DEMONSTRATE TO THE SUPERINTENDENT THAT THE PERSON  \u003Cbr>DRILLING AND CLEANING DOWEL HOLES AND MIXING AND PLACING EPOXY ADHESIVE AND  \u003Cbr>RE17.BARS SHALL BE BENT TO THE SHAPES SHOWN ON THE DRAWINGS.  \u003Cbr>GN5.ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE CONF IRMED AND  \u003Cbr>DOWELS IS APPROPRIATELY TRAINED AND CERTIFIED TO UNDERTAKE THIS WORK,  \u003Cbr>VERIFIED BY THE CONTRACTOR PRIOR TO FABRICATION AND CONSTRUCTION.THE CONTRACTOR  \u003Cbr>RE18,THE LENGTH AND SHAPES OF BARS ALLOWING FOR BENDING TOLERANCE SHALL BE SUCH AS TO  \u003Cbr>SHALL REPORT ANY DISCREPANCIES TO THE SUPERINTENDENT.DO NOT OBTAIN DIMENSIONS BY  \u003Cbr>RE6.BENDS,HOOKs.coGs AND FITMENTS FOR GRADE 500 REINFORCEMENT SHALL BE TO AS.5100  \u003Cbr>PROVIDE THE NOMINAL COVERS AS SET OUT ON THE DRAWI NGS.  \u003Cbr>AND DEPARTMENT OF TRANSPORT AND PLANNING(DTP)SPECIFICATION SECTION 611.  \u003Cbr>SCALING FROM ENGINEERING DRAWINGS.  \u003Cbr>RE19.TOLERANCE ON THE NOMINAL COVERS FOR FIXING THE REINFORCEMENT SHALL_COMPLY WITH  \u003Cbr>RE7.LAPS,SPLICES AND ANCHORAGE DETAILS FOR GRADE 500 REINFORCEMENT SHALL BE  \u003Cbr>GN6.  ALL UNDERGROUND AND/OR OVERHEAD SERVICES SHALL BE LOCATED ON SITE B","cbCaibA65ZGaaw1f","https://ap.wps.com/l/cbCaibA65ZGaaw1f","pdf",2036860,16,"English","# General Notes\n## Reinforcement, Laps, and Anchorage\n## Covers, Tolerances, and Curing\n## Welding, Heating, and Permitted Fabrication\n## Proprietary Items and Construction Sequence","[{\"question\":\"What are the general requirements for reinforcement corners and cover unless otherwise noted?\",\"answer\":\"All corners require 20x 20 mm fillets or chamfers unless otherwise noted. Where curing compounds are used, the cover is increased by 5 mm, and nominal cover tolerances must comply with the referenced standard table/specification.\"},{\"question\":\"Are contractors allowed to cut, bend, or weld reinforcement on site?\",\"answer\":\"Reinforcement cutting or bending on site is not permitted unless shown on the drawings or approved. Heating or welding to reinforcement is not permitted unless shown on the engineering drawings, and permitted welding must meet the listed transport department specification section requirements.\"},{\"question\":\"How are discrepancies and engineering-document hierarchy handled?\",\"answer\":\"Any discrepancies must be referred to the superintendent for resolution before proceeding. The specification hierarchy states that the engineering drawings take precedence over the specification, with the specification itself taking precedence over relevant standards when applicable.\"}]","Standard Drawing - SD7000-7020 - Stock Underpass - Reinforcement and Concrete Notes | PDF",1792828018]