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It catalogs typical details for drainage and underground utilities, including trenching and pipe bedding, manholes and inspection chambers, lateral connections, fire hydrants and valves, water supply components, and sewer and inlet/outlet structures. Drawings include safety and separation notes, marker tape and warning strip requirements, and detailed bedding, embedment, and support specifications aligned with referenced tables and drawings.",{"@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/appendix-b-standard-construction-drawings-qldc-land-development-and-subdivision-code-of-practice-2020/662830/",{"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/appendix-b-standard-construction-drawings-qldc-land-development-and-subdivision-code-of-practice-2020/662830.png","ImageObject",300,407,{"name":92,"@type":93},"Rhys","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",true,{"@type":102,"interactionType":103,"userInteractionCount":34},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What does Appendix B contain in QLDC LDSC 2020?","Question",{"text":112,"@type":113},"It contains normative standard construction drawings covering typical details for drainage systems, underground utilities, and related connection structures.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What requirements are specified for trenching and pipe installation?",{"text":117,"@type":113},"It specifies marker tape and warning strips, minimum separations for telecom cables, bedding and embedment placement, and compaction to provide a flat firm base while minimizing pipe settlement.",{"name":119,"@type":110,"acceptedAnswer":120},"How does the appendix address different pipe types and support conditions?",{"text":121,"@type":113},"It distinguishes rigid and flexible pipe classes and provides guidance on support types (including cases requiring geotextile overlay and particular native soil conditions), referencing related drawings and notes.","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},662830,1793222648,{"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":34,"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":129,"read_time":144},687207024643,"https://ap-avatar.wpscdn.com/davatar_3d24733baf745e90a7e4bdd5f77d97b2","Appendix B-Standard Construction Drawings  \nQLDC Land Development and Subdivision Code of Practice-2020  \nNormative  \n\n| \u003Cbr>B1-1 Typical Combined Service Trench Detail B1-2 Standard Pipe Embedment\u003Cbr>B1-3 Typical Pipe Bedding & Backfill for Carriageways\u003Cbr>B1-4 Typical Pipe Bedding & Backfill for Vehicle Crossings & non trafficable B1-5 Manhole Detail A –Typical Plan view\u003Cbr>B1-6 Manhole Details B\u003Cbr>B1-7 Manhole Detail C\u003Cbr>B1-8 Mini & Drop Manhole Detail\u003Cbr>B1-9 PVC Inspection Chamber (Residential Only B1-10 Lateral Connections for two Properties\u003Cbr>B1-11 Domestic Drainage (Shallow Connection) Detail B1-12 Domestic Drainage (Deep Connection) Detail B2-1 Fire Hydrant\u003Cbr>B2-2 Typical Cast Iron Valve Box B2-3 Typical Service Connection\u003Cbr>B2-4 Sluice Valve Detail\u003Cbr>B2-5 Typical Thrust Block Details\u003Cbr>B2-6 Residential Fire System Connection with Potable Supply B2-7 Commercial Fire System Connection with Potable Supply B2-8 Water Supply with Bulk Flow Meter\u003Cbr>B2-9 PRV Valve Chamber B2-10 Water Sampling Point\u003Cbr>B3-1 Private Pressure Sewer Main Connection to Sewer Lateral B4-1 Inlet & outlet Structures\u003Cbr>B4-2 Concrete Capping Detail\u003Cbr>B4-3 Scruffy Dome Detail\u003Cbr>B4-4 Soak Pit\u003Cbr>B5-1 Dimensions of No-Exit Road Turning Areas B5-2 Turning Areas for No-Exit Roads\u003Cbr>B5-3 Parking Bay\u003Cbr>B5-4 Subsoil drains-Roadside B5-5 Typical Swale Detail\u003Cbr>B5-6 Typical Swale Detail (when check dams required) B5-7 Typical Check Dam Detail\u003Cbr>B5-8 Kerbs and Dished Channels\u003Cbr>B5-9 Typical sump to driveway or right of way |  |\n| --- | --- |\n|  |  |\n\nB5-10 Flat channel or Yard Sump – Private Only B5-11 Road Sump Detail  \nB5-12 Different Grate Layouts B5-13 Standard Back Entry Sump  \nB5-14 Double back-entry sump for road low points and alternative  \nB5-15 Traversable Grates for Precast Headwalls 255mm to 450mm Culverts B5-16 Mountable Grates for Precast Headwalls 255mm to 450mm Culverts B5-17 Berm Sump Detail  \nB5-18 Vehicle Crossing-Residential  \nB5-19 Vehicle Crossing – Commercial / Industrial B5-20 Private Rural Access  \nB5-21 Non-Precast Headwall Detail  \nB5-22 Heavy Duty Footpath  \nB5-23 Footpath – Asphalt & Gritted Detail B5-24 Pedestrian Crossing Detail  \nB6-1 Street Sign: Pole Mount  \nB7-1 CM – 001 Embedment & Trenchfill Arrangement  \nB7-2 CM – 002 Embedment & Trenchfill Arrangement B7-3 CM-003 Bulkheads & Trench stop Standard Details  \nB7-4 WS – 001 Typical Mains Construction – Reticulation Main Arrangements B7-5 WS – 002 Typical Mains Construction – Distribution And Transfer Mains B7-6 WS – 003 Property Services – Connection to an existing PVC Main  \nB7-7 WS – 005 Thrust and anchor blocks – Gate valves and vertical bends if required B7-8 WW – 001 Pipelaying – Typical Arrangements  \nB7-9 WW – 002 Property connections – Buried interface method B7-10 WW – 003 Maintenance shafts – Typical installation  \nB7-11 WW – 004 Maintenance shafts – MS and variable bend installations  \nB7-12 WW – 005 Maintenance shafts – TMS and connection installation  \n| MARKER TAPE  \u003Cbr>300mm ABOVE PIPE \u003Cbr>WATER MAIN AND   TRACER WIRE\u003Cbr>|  | \u003Cbr>WARNING STRIP AT 400mm FROM SURFACE\u003Cbr>\u003Cbr>\u003Cbr>TELECOM\u003Cbr>\u003Cbr>VOLTAGE CABLES, 300 MIN CLEARANCE TO OTHER SERVICES AS PER CODE OF PRACTICE TABLE 5.6 AND 6.4\u003Cbr>\u003Cbr>\u003Cbr>3mm POLYMERIC STRIP\u003Cbr>\u003Cbr>75 |  |  |\n| --- | --- | --- | --- | --- |\n| TRENCH DETAILS & UNDERGROUND UTILITIES IN VERGE NOTE\u003Cbr>SEPARATION FROM WATERMAIN DEFINED IN COP TABLE 6.4 (VARIES WITH PIPE SIZE) |  |  |  |  |\n| QLDC LDSC 2020 Standard Details\u003Cbr>Revision:\u003Cbr>Rev Date: | |  | Drawing Title:\u003Cbr>Typical Combined Service Trench Detail | NOT TO SCALE |\n|  |  |  |  | Drawing No.\u003Cbr>B1-1 |\n\n| \u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>MARKER TAPE 300mm ABOVE PIPE INCLUDING TRACERWIRE FOR PE PIPE\u003Cbr>'LO'\u003Cbr>BED PIPING DIRECTLY ON IN SITU SAND. ENSURE THAT PIPE DOES NOT REST ON ITS JOINTS BY OVER EXCAVATING AT JOINT. REFER TO CM-001\u003Cbr>TRENCH IN SAND STRATA\u003Cbr>~~ ~~ MARKER TAPE 300mm ~~  ~~ABOVE PIPE INCLUDING TRAC","cbCaiaSHtyoAySvD","https://ap.wps.com/l/cbCaiaSHtyoAySvD","pdf",2603506,67,"English","# Appendix B-Standard Construction Drawings\n## Typical Service Trench, Pipe Bedding, and Manhole Details\n## Underground Utilities and Water/Sewer Connections","[{\"question\":\"What does Appendix B contain in QLDC LDSC 2020?\",\"answer\":\"It contains normative standard construction drawings covering typical details for drainage systems, underground utilities, and related connection structures.\"},{\"question\":\"What requirements are specified for trenching and pipe installation?\",\"answer\":\"It specifies marker tape and warning strips, minimum separations for telecom cables, bedding and embedment placement, and compaction to provide a flat firm base while minimizing pipe settlement.\"},{\"question\":\"How does the appendix address different pipe types and support conditions?\",\"answer\":\"It distinguishes rigid and flexible pipe classes and provides guidance on support types (including cases requiring geotextile overlay and particular native soil conditions), referencing related drawings and notes.\"}]","Appendix B - Standard Construction Drawings - QLDC Land Development and Subdivision Code of Practice 2020 | PDF",169]