[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-649782-105":59,"doc-detail-649782-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","appendix-e-cross-sections-design-drawings-longitudinal-sections","APPENDIX E - CROSS SECTIONS - DESIGN DRAWINGS - LONGITUDINAL SECTIONS","","Delivering Melbourne's newest sustainable communities: Appendix E provides concept design drawings for the OMR/E6 transport corridor, including typical cross sections and longitudinal design drawings. The material specifies minimum row dimensions, median widths, and verge allowances, and outlines noise mounds with provisions for noise fences where required. Cross-section tables detail lane arrangements for traffic lanes, right turns, bike lanes, footpaths, grading points, and formation requirements for locations under or over OMR/E6, including interchange and crossing road configurations.",{"@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-e-cross-sections-design-drawings-longitudinal-sections/649782/",{"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-e-cross-sections-design-drawings-longitudinal-sections/649782.png","ImageObject",300,407,{"name":92,"@type":93},"Stanley","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-31","2026-10-24",true,{"@type":102,"interactionType":103,"userInteractionCount":19},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What corridor and design drawings are covered in Appendix E?","Question",{"text":112,"@type":113},"The appendix focuses on the OMR/E6 transport corridor and provides concept design drawings, including typical cross sections and longitudinal design drawings.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What design elements and road components are specified in the cross sections?",{"text":117,"@type":113},"The cross sections include minimum row dimensions, median widths, traffic lanes, right turn lanes, bike lanes, footpaths, verge allowances, and grading/formation points.",{"name":119,"@type":110,"acceptedAnswer":120},"How do interchange areas and under/over OMR/E6 locations affect the typical sections?",{"text":121,"@type":113},"The document distinguishes typical cross sections for interchange areas and for formations under or over OMR/E6, with notes on clearance requirements and adjustments to median outside interchange areas.","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},649782,1792807023,{"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":19,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":34,"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":143},2336477405376,"https://ap-avatar.wpscdn.com/davatar_29158cc5080c5b710cf443261637dec0","# APPENDIXE-CROSS SECTIONSDESIGN DRAWINGSLONGITUDINAL SECTIONS\n\nDELIVERING MELBOURN3'S NEWEST SUSTAINABLE COMMUNITIES  \n## SECTION IN CUT\n\n·zn MNIMUM HEIGHT NOISE MOUNDS ARE 10 B PRQVIDEDTOCETHER MITH NOISE FENCES AS REQUIRED.3m VERGE WITIH tn ALLOWANCE FOR BARRIER  \n\n|  | MNNG IYEaTGATONS  \u003Cbr>CONCEPT DRAWING  \u003Cbr>Fex nymalon adDacssonoy  \u003Cbr>MAY2009  \u003Cbr>2   | roads   |  | OMR/E6 TRANSPORT CORRIDOR  \u003Cbr>OMR FREEWAY/RAIL〔ARRIAGEWAYS  \u003Cbr>TYPICAL CROSS SECTIONS   |\n| --- | --- | --- | --- | --- |\n|  | AI PC  \u003Cbr>PA 08 Tranert tarre 5n  \u003Cbr>lu 65-p4-E-tet-1.4   |  | SCALE ETRS  \u003Cbr>R0   |  |\n\nRO  \nDELIVERING MELBOURNE'S NEWEST SUSTAINABLE COMMUNITIES  \nCONCEPT DRAWINGOMR/E6 TRANSPORT CORRIDORFor kmaoad Dscnsion o奇  \nE6 /DEER PARK EXTENSIONP上CMR Transsort Cerridor (2018)(e)TYPICAL CROSS SECTION  \n\n| 50.0m MINIMUM ROW BEYOND OMR/E6 RESERVATION*  \u003Cbr>5.0m min  \u003Cbr>40.0m  \u003Cbr>5.0m min   |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  |  |  | 3.5  \u003Cbr>3.5  \u003Cbr>2.0  \u003Cbr>2.5   |  |  |  |  | 10.0m MEDIAN  \u003Cbr>3.5  \u003Cbr>3.5  \u003Cbr>6.5   |  |  |  |  | 3.5  \u003Cbr>3.5  \u003Cbr>2.5  \u003Cbr>3.5  \u003Cbr>2.0   |  |  |  |  |  |  |  |  | INTERCHANGE AREAS   |\n|  |  |  | F00TPATH   |  | BKE LANE   | TRAFFICLANE   | TRAFFIC LANE  \u003Cbr>0.030m/m   | TRAFFICLANE  \u003Cbr>Ei)n,1wosg   | RIGHT TURN  \u003Cbr>TRAFFICLANE  \u003Cbr>GRADING   \u003Cbr>APP   | POINT  \u003Cbr>ROACH TO INTERCH  \u003Cbr>47.0m   |  |  | TRAFFICLANE  \u003Cbr>ANGE   | TRAFFICLANE  \u003Cbr>0.030m/m   |  | TRAFFICLANE   |  | F00TPATH  \u003Cbr>BIKE LANE  \u003Cbr>SM2   |  |  |  |  |\n|  |  |  | SM2   |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  | 3.5  \u003Cbr>3.5  \u003Cbr>2.5  \u003Cbr>2.0  \u003Cbr>3.5   |  |  |  |  |  |  | 17.0m MEDIAN  \u003Cbr>3.5  \u003Cbr>3.5  \u003Cbr>3.5  \u003Cbr>3.0  \u003Cbr>3.5   |  |  |  |  |  | 3.5   |  | 2.5  \u003Cbr>3.5  \u003Cbr>3.5   |  |  |  |  |  |  |\n|  | F00TPATH   | BIKE LANE   |  | TRAFFC LANE   |  | TRAFFIC LANE   | TRAFFICLANE  \u003Cbr>NAHC NL No5   | RIGHT TURN  \u003Cbr>TRAFFIC LANE   | RIGHT TURN  \u003Cbr>TRAFFIC LANE   |  | RIGHT TURN  \u003Cbr>TRAFFICLANE   |  | RIGHT TURN  \u003Cbr>TRAFFIC LANE   | TRAFFC LANE   |  | TRAFFICLANE   |  | TRAFFC LANE   |  | F00TPATH  \u003Cbr>BIKE LANE   |  |  |\n|  | SM2   |  |  |  |  | SM3  \u003Cbr>GRADING POINT  \u003Cbr>0.030m/m  \u003Cbr>SM2  \u003Cbr>0.030m/m  \u003Cbr>FORMATION UNDER/OVER OMR/E6  \u003Cbr>*MEDIAN WILL REDUCE T010m OUTSIDE   \u003Cbr>WITHIN INTERCHANGE  \u003Cbr>*SUBJECT TO MINIMUM 5 METRES CLEARANCE TO BATTERS   |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  | PLAWNING INVESTKSATONS  \u003Cbr>CONCEPT DRAVING  \u003Cbr>fo lnfnaco ane Duosionoy  \u003Cbr>Date  \u003Cbr>MAY 2009   |  |  |  |  |  |  | OMR/E6 TRANSPORT CORRIDOR  \u003Cbr>〔ROSSING ROADS  \u003Cbr>SIX LANE DIVIDED  \u003Cbr>TYPICAL CROSS SECTION   |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  | (ATP0  \u003Cbr>PROCMHR Trersport Cerrid 2朝  \u003Cbr>FLE 645-p6-4-14-204   |  |  |  |  | 00  \u003Cbr>bra   |  |  |  |  |  |\n\nDELIVERING MELBOURN3'S NEWEST SUSTAINABLE COMMUNITIES  \n|  |  |  | 40.0m MINIMUM ROW BEYOND OMR/E6 RESERVATION   |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  | 3.5m min  \u003Cbr>33.0m min   |  |  |  |  |  |  |  |  |  |\n|  | 10.0m MEDIAN   |  |  |  |  |  |  |  |  |  |\n|  | 3.5  \u003Cbr>2.5  \u003Cbr>2.0   |  | 3.5   | 3.5   |  | 3.5  \u003Cbr>2.0  \u003Cbr>2.5  \u003Cbr>6.5   |  |  |  |  |\n|  | BKE LNE  \u003Cbr>F00TPATH  \u003Cbr>TRAFFIC LANE   |  | TRAFFICLANE   | TRAFFICLANE  \u003Cbr>RIGHT TURN   |  | TRAFFIC LANE   |  | F00TPATH  \u003Cbr>BIKE LANE  \u003Cbr>TRAFFIC LANE   |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |\n|  | SM2  \u003Cbr>0.030m/m   |  | SM3  \u003Cbr>0.030m/m  \u003Cbr>GRADING POINT  \u003Cbr>FORMATION ON APPROACH TO INTERCHANGE OR  \u003Cbr>FORMATION OVER/UNDER OMR/E6 WITHOUT INTERCHANGE   |  |  |  |  |  |  |  |\n| 2.0  \u003Cbr>2.5   | 3.5   |  | 03   | 17   | .0m MEDIA   | N   |  | 3.5  \u003Cbr>2.0  \u003Cbr>2.5   |  |  |\n| F00TPATH  \u003Cbr>BIKE LANE   | TRAFFIC LANE  \u003Cbr>TRAFFIC LANE   |  | RIGHT TURN  \u003Cbr>TRAFFIC LANE   | TRAFFIKLANE  \u003Cbr>R","cbCaieXVlRADgdhu","https://ap.wps.com/l/cbCaieXVlRADgdhu","pdf",882494,"English","# APPENDIX E - CROSS SECTIONS - DESIGN DRAWINGS - LONGITUDINAL SECTIONS\n## SECTION IN CUT\n## TYPICAL CROSS SECTIONS\n## CARRIAGEWAY CONFIGURATION UNDER/OVER OMR/E6\n## TYPICAL CROSS SECTION - INTERCHANGE AREAS","[{\"question\":\"What corridor and design drawings are covered in Appendix E?\",\"answer\":\"The appendix focuses on the OMR/E6 transport corridor and provides concept design drawings, including typical cross sections and longitudinal design drawings.\"},{\"question\":\"What design elements and road components are specified in the cross sections?\",\"answer\":\"The cross sections include minimum row dimensions, median widths, traffic lanes, right turn lanes, bike lanes, footpaths, verge allowances, and grading/formation points.\"},{\"question\":\"How do interchange areas and under/over OMR/E6 locations affect the typical sections?\",\"answer\":\"The document distinguishes typical cross sections for interchange areas and for formations under or over OMR/E6, with notes on clearance requirements and adjustments to median outside interchange areas.\"}]","APPENDIX E - CROSS SECTIONS - DESIGN DRAWINGS - LONGITUDINAL SECTIONS | PDF",18]