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Includes surfacebed layerworks detail guidance and general project notes requiring verification of levels and dimensions on site, unswayed drawing scale, and compliance with SANS 10400 national building regulations.",{"@graph":14,"@context":72},[15,34,55],{"@type":16,"itemListElement":17},"BreadcrumbList",[18,23,27,31],{"item":19,"name":20,"@type":21,"position":22},"https://docshare.wps.com","Home","ListItem",1,{"item":24,"name":25,"@type":21,"position":26},"https://docshare.wps.com/document/","Document",2,{"item":28,"name":29,"@type":21,"position":30},"https://docshare.wps.com/document/research-report/","Research & 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foundation elements are shown in the drawing?","Question",{"text":62,"@type":63},"The drawing presents a foundation above scheme including block A pit foundation layout, reinforced concrete strip/pad foundations, slab edge thickening, and surfacebed detail.","Answer",{"name":65,"@type":60,"acceptedAnswer":66},"What are the key layer and material requirements mentioned?",{"text":67,"@type":63},"It specifies a DPM layer, G5 layer thicknesses with compaction to a modified AASHTO target, and an in-situ rip and recompact step with a 93% modified AASHTO at OMC note.",{"name":69,"@type":60,"acceptedAnswer":70},"What general instructions govern how the drawing should be used on site?",{"text":71,"@type":63},"The notes require not scaling drawings, verifying all levels and dimensions on site before starting work, reading the drawing with related schedules/specifications, bringing discrepancies to the engineer/architect attention, and complying with local authority requirements and SANS 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|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  | \u003Cbr>xC\u003Cbr>\u003Cbr>AA   AB \u003Cbr> 100 \u003Cbr>250 115  2105 230 920 115 250\u003Cbr>\u003Cbr>\u003Cbr>FOUNDATION ABOVE\u003Cbr>xC\u003Cbr>\u003Cbr>\u003Cbr>100\u003Cbr>BLOCK A PIT FOUNDATION LAYOUT\u003Cbr>Scale 1 : 50\u003Cbr>\u003Cbr>SECTION xA-xA\u003Cbr>Scale 1 : 25\u003Cbr>MESH REF .395\u003Cbr>\u003Cbr>130\u003Cbr>300430\u003Cbr>170130\u003Cbr>300\u003Cbr>SLAB EDGE THICKENING DETAIL\u003Cbr>Scale 1 : 25\u003Cbr>MESH REF. 193\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>REINFORCED CONCRETE STRIP / PAD FOUNDATION\u003Cbr>DPM.\u003Cbr>200 mm THICK G5 LAYER COMPACTED TO 98% MOD. AASHTO\u003Cbr>150 mm THICK RIP & RECOMPACT INSITU\u003Cbr>MATERIAL TO 93% MOD. AASHTO AT OMCNOTE:\u003Cbr>LAYERWORKS ASSUMES AN INSITU CBR > 15.\u003Cbr>LAYERWORKS DETAILS: FOUNDATIONS\u003Cbr>Scale 1 : 25\u003Cbr>MESH REF. 193\u003Cbr>\u003Cbr>\u003Cbr>REINFORCED CONCRETE\u003Cbr>STRIP / PAD FOUNDATION\u003Cbr>\u003Cbr>DPM.\u003Cbr>150 mm THICK G5 LAYER COMPACTED TO 98% MOD. AASHTO\u003Cbr>\u003Cbr>150 mm THICK G5 LAYER COMPACTED TO 98% MOD. AASHTO\u003Cbr>150 mm THICK RIP & RECOMPACT INSITU NOTE: MATERIAL TO 93% MOD. AASHTO AT OMC\u003Cbr>LAYERWORKS ASSUMES AN INSITU CBR > 15.\u003Cbr>LAYERWORKS DETAIL: SURFACEBED\u003Cbr>Scale 1 : 25\u003Cbr>|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | NOTES |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | 1. FOR GENERAL NOTES; REFER TO DRAWING:\u003Cbr>2. DRAWINGS ARE NOT TO BE SCALED. ALL LEVELS AND DIMENSIONS TOBE VERIFIED ON SITE PRIOR TO COMMENCEMENT OF WORKS. ANY DISCREPANCIES TO BE BROUGHT TO THE ENGINEER / ARCHITECT'S ATTENTION IMMEDIATELY\u003Cbr>3. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS, SCHEDULES AND SPECIFICATIONS RELATED TO THIS PROJECT.\u003Cbr>4. ALL BUILDING WORK AND MATERIALS ARE TO COMPLY WITH LOCAL AUTHORITY'S REQUIREMENTS AND ARE TO BE IN ACCORDANCE WITH SANS 10400 NATIONAL BUILDING REGULATIONS\u003Cbr>ISSUE / REVISION |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  |  | ","cbCaiefm3W3BTAI4","https://ap.wps.com/l/cbCaiefm3W3BTAI4","pdf",564148,"English","# Foundation Layout and Sections\n## Block A Pit Foundation Layout\n## Section xA-xA and Mesh References\n## Slab Edge Thickening Detail\n# Foundation and Surfacebed Layerworks\n## Reinforced Concrete Strip/Pad Foundation with DPM\n## G5 Layerwork and Compaction Requirements\n## Surfacebed Layerwork Detail\n# General Drawing Notes\n## Read With Related Drawings and Verify On Site","[{\"question\":\"What foundation elements are shown in the drawing?\",\"answer\":\"The drawing presents a foundation above scheme including block A pit foundation layout, reinforced concrete strip/pad foundations, slab edge thickening, and surfacebed detail.\"},{\"question\":\"What are the key layer and material requirements mentioned?\",\"answer\":\"It specifies a DPM layer, G5 layer thicknesses with compaction to a modified AASHTO target, and an in-situ rip and recompact step with a 93% modified AASHTO at OMC note.\"},{\"question\":\"What general instructions govern how the drawing should be used on site?\",\"answer\":\"The notes require not scaling drawings, verifying all levels and dimensions on site before starting work, reading the drawing with related schedules/specifications, bringing discrepancies to the engineer/architect attention, and complying with local authority requirements and SANS 10400.\"}]","FOUNDATION ABOVE - Reinforced Concrete Strip/Pad Foundation Layout - MESH and DPM Details - Scale References | PDF"]