[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-662828-105":59,"doc-detail-662828-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","pipe-outfall-rockwork-drawing-pipe-outlet-details-concept-only","PIPE OUTFALL ROCKWORK DRAWING - Pipe outlet details - Concept only","","Typical pipe outfall design guidance for stormwater or drainage discharge, showing preferred 45° pipe angled into the stream with large cubic rocks placed either side. Specifies treated pine safety barrier fencing references, additional scour protection lining rock that may be required based on pipe diameter, proximity to the stream, and height above NWL. Includes graded angular rock placement, mortar pads for load distribution, and mortar interface between pipe and rock, plus minimum cover and in-situ bedding depths to prevent daylighting of the outlet.",{"@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":30,"@type":76,"position":81},"https://docshare.wps.com/document/technology/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/pipe-outfall-rockwork-drawing-pipe-outlet-details-concept-only/662828/",{"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/pipe-outfall-rockwork-drawing-pipe-outlet-details-concept-only/662828.png","ImageObject",300,407,{"name":92,"@type":93},"Taylor Morgan","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",true,{"@type":102,"interactionType":103,"userInteractionCount":8},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What is the preferred pipe discharge angle for the outfall?","Question",{"text":112,"@type":113},"The pipe is angled 45° into the stream (preferred), with large cubic rocks placed either side of the pipe.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"When is additional scour protection lining rock necessary?",{"text":117,"@type":113},"Additional scour protection may be required depending on pipe diameter, proximity to the stream, and the height above NWL.",{"name":119,"@type":110,"acceptedAnswer":120},"What does the note require for the pipe outlet end to prevent failure?",{"text":121,"@type":113},"The pipe outlet must not daylight; the pipe stops at a minimum cover of 600-700 mm, and the outfall can be inset as shown.","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},662828,1793222639,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":29,"category_name":30,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":8,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":8,"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":129,"read_time":81},1099523885336,"https://ap-avatar.wpscdn.com/davatar_276721f389ce27ea32af1340a28f341c","| |  |  | |  |  | |  |  |  |  | |  |  | |  |  | |  |  | |  | |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n| | \u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>PIPE ANGLED 45O (PREFERRED) INTO STREAM\u003Cbr>\u003Cbr>LARGE CUBIC ROCKS PLACED EITHER SIDE OF PIPE\u003Cbr>\u003Cbr>\u003Cbr>TREATED PINE SAFETY BARRIER FENCE REFER TO 7251/08/206\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>FLOW \u003Cbr>\u003Cbr>\u003Cbr> ADDITIONAL SCOUR PROTECTION  LINING ROCK ~~ ~~  MAY BE NECESSARY DEPENDING  FLOW ~~ ~~\u003Cbr> ON PIPE DIAMETER PROXIMITY TO \u003Cbr>  STREAM AND HEIGHT ABOVE NWL  \u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>TYPICAL PIPE OUTFALL\u003Cbr>\u003Cbr>\u003Cbr>~~ ~~ TREATED PINE SAFETY BARRIER FENCE REFER TO 7251/08/206\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>GRADED ANGULAR ROCK PLACED TIGHTLY, WHERE GRADES ARE STEEP SINGLE SIZE LARGER ROCK MAY BE REQUIRED FOR STABILITY, RUBBLE/FINES (0-100MM) TO BE POURED INTO VOIDS\u003Cbr>\u003Cbr>CAPPING ROCKS SET ON A MORTAR PAD TO DISTRIBUTE LOAD (NO POINT LOADS)\u003Cbr>\u003Cbr>MORTAR INTERFACE BETWEEN OUTSIDE OF PIPE AND ROCK\u003Cbr>\u003Cbr>600-700\u003Cbr>\u003Cbr>TREATED PINE SAFETY BARRIER FENCE REFER TO 7251/08/206\u003Cbr>\u003Cbr>\u003Cbr>NOTE:\u003Cbr>-\u003Cbr>-\u003Cbr>-\u003Cbr>-\u003Cbr>-\u003Cbr>PIPE END DETAILS\u003Cbr>PIPE OUTLET MUST NOT 'DAYLIGHT'. STOP PIPE AT MINIMUM COVER OF 600-700MM. OUTFALL MAY BE INSET AS SHOWN IN DRAWING\u003Cbr>CUT OFF WALLS. BOTTOM MINIMUM 500MM INTO IN SITU. SIDE MINIMUM 1M INTO IN SITU\u003Cbr>FOR LARGER OUTFALLS PARTICULARLY IN OUR RESERVES OR COMERCIAL/INDUSTRIAL SUBDIVISIONS CONSTRUCT CONCRETE WALLS. PARTICULARLY OUTFALLS LARGER THAN 1200MM\u003Cbr>EITHER GRADED ROCK WORK OR PLACED ROCK WORK DEPENDING ON THE GRADE AND WHETHER BELOW OR ABOVE NWL\u003Cbr>ENERGY DISSIPATION CAN BE ENHANCED WITH SHALLOW PLANTED INLET POOLS/SUMPS\u003Cbr>TOP\u003Cbr>END\u003Cbr>CONCEPT ONLY NOT TO SCALE |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | |\n| |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | |\n| |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | |\n| |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | |\n| |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | |\n| |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | |\n| |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | |\n| |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n| |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | |\n| |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | |\n| |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | TITLE\u003Cbr>ROCKWORK DRAWING\u003Cbr>PIPE OUTFALL ROCKWORK |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  | DRAFTER | DESIGNER |  | DESIGN MANAGER APPROVAL | PROJECT MANAGER APPROVAL |  | PROJECT DATUM | ORIGINAL\u003Cbr>SIZE |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 7251/08/103 |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  | DRAFTING CHECK | ENGINEERING REVIEW |  |  |  |  | SCALE |  |  |  |  |  |  |\n|  | REV | DESCRIPTION |  | COMPANY | PROJECT OR\u003Cbr>WO NUMBER |  | DRAWN | ENG.\u003Cbr>CHECK | PR. MAN.\u003Cbr>APP'D | DATE |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | CODE | MWC DRAWING NUMBER |  | REV |  |\n| |  |  | |  |  | |  |  |  |  | |  |  | |  |  | |  |  | |  | |  |  |","cbCaiml8CSDrZiQ9","https://ap.wps.com/l/cbCaiml8CSDrZiQ9","pdf",119387,"English","# PIPE ANGLED OUTLET INTO STREAM\n## Typical PIPE OUTFALL\n# ADDITIONAL SCOUR PROTECTION\n# ROCK PLACEMENT AND MORTAR DETAILS\n## Capping Rocks and Mortar Interface\n# PIPE END DETAILS AND NOTES","[{\"question\":\"What is the preferred pipe discharge angle for the outfall?\",\"answer\":\"The pipe is angled 45° into the stream (preferred), with large cubic rocks placed either side of the pipe.\"},{\"question\":\"When is additional scour protection lining rock necessary?\",\"answer\":\"Additional scour protection may be required depending on pipe diameter, proximity to the stream, and the height above NWL.\"},{\"question\":\"What does the note require for the pipe outlet end to prevent failure?\",\"answer\":\"The pipe outlet must not daylight; the pipe stops at a minimum cover of 600-700 mm, and the outfall can be inset as shown.\"}]","PIPE OUTFALL ROCKWORK DRAWING - Pipe outlet details - Concept only | PDF"]