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Designed for municipal civil engineering applications, this drawing establishes the precise geometry for concrete footpaths at intersections, ensuring the path of travel remains perpendicular to the street for improved accessibility. All construction must adhere to the AS 3600 concrete code, with dimensions provided in millimeters to maintain consistent regional 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is the required gradient for the kerb ramp?","Question",{"text":61,"@type":62},"The ramp gradient must be no steeper than 1 in 8 and no flatter than 1 in 8.5.","Answer",{"name":64,"@type":59,"acceptedAnswer":65},"What standards must the footpath surface comply with?",{"text":66,"@type":62},"The finished surface must comply with AS/NZS 4586:1999 regarding the slip resistance classification of new pedestrian surface materials.",{"name":68,"@type":59,"acceptedAnswer":69},"Are tactile markers required for these ramps?",{"text":70,"@type":62},"Yes, tactile markers must be provided where specified in accordance with AS/NZS 1428.4.2002.","https://schema.org",{"og:url":32,"og:type":73,"og:title":10,"og:site_name":45,"og:description":12},"article",{"robots":75,"canonical":32},"index,follow",{"doc_id":77,"site_id":7},663988,1793235994,{"code":4,"msg":80,"data":81},"success",[82,86,90,94,99,104,109,114,119,122,126],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":83,"show_sort_weight":84,"slug":85},"Story & 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\nJOINTS WITH SMOOTH BORDER APPROXIMATELY 50mm WIDE  \n3.CONTROL JOINTS TO BE SQUARE TO SIDES.  \n4.FOR DETAILS OF VERGE CONCRE TE PATH AND ALLOCATION OF PUBLIC UTILITIES  \nREFER G.CCCSTD.DWG.No.05-02-005.  \n5.PRO0F ROLL SUBGRADE TO 200 BEYOND CONCRETE EDGE.3 PASSES WITH A CC10  \nROLLER(OR EQUIVALENT).NO DEFLECTION ON LAST PASS.  \n6.MAXIMUM 30 BLINDING LAYER OF SAND.  \n7.THE RAMP GRADIENT IS TO BE NOT STEEPER THAN 1IN8 AND NOT  \nFLATTER THAN 1IN8.5  \n8.THE FINISHED SURFACE OF F0OTPATHS TO C0MPLY WITH THE REQUIREMENTS  \nOF AS/NZS 4586:1999'SLIP RESISTANCE CLASSIFICATION OF NEW PEDESTRIAN SURFACE MATERIALS'.  \n9.PROVIDE TACTILE MARKERS WHERE SPECIFIED IN ACCORDANCE WITH AS/NZS 1428.4.2002.  \n10.DOWELLED EXPANSION JOINTS(DEJ)AND CONTROL JOINTS(CJ)ARE TO BE  \nPROVIDED AS SHOWN ON G.CCC.STD DWG No.05-02-205.  \n11.KERB RAMPS ARE TO BE LOCATED SO THAT THE PATH OF TRAVEL IS PERPENDICULAR T0  \nTHE STREET BEING CROSSED.  \n12.ALL CONSTRUCTION TO COMPLY WITH THE REQUIREMENTS OF AS 3600,CONCRETE CODE  \n13.DIMENSIONS ARE IN MILLIME TRES UNLESS SHOWN OTHERWISE.  \n\n| Gold Coast Clty Coundl   | THIS DRAWING IS NOT TO BE AMENDED WITHOUT  \u003Cbr>REFERENCE TO STANDARDS COMMITTEE   |  |  |  | CONTROLLED  \u003Cbr>DOCUMENT   | DO NOT SCALE  \u003Cbr>TAKE FIGURED DIMENSIONS ONLY   | STANDARD DRAWING   | MICROFILMED   |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- |\n|  |  |  |  |  |  | DRAWN BY  \u003Cbr>TECHNICAL SERVICES BRANCH   | KERB RAMP   | AR8°N.  \u003Cbr>05-02-202   |\n|  |  |  |  |  |  |  |  |  |\n|  |  |  |  |  |  | 18/03/06  \u003Cbr>PASSED  \u003Cbr>心R~   |  |  |\n|  |  |  |  |  |  |  |  | ISSUE  \u003Cbr>2005 EDITION   |\n| %2e cuc   |  |  |  |  |  | APPROVED  \u003Cbr>9/03/04   |  |  |\n|  | No.   | AMENDMENT   | APPROVED   | DATE   | ISSUED   |  |  |  |","cbCaidtEfb49NSyi","https://ap.wps.com/l/cbCaidtEfb49NSyi","pdf",135735,"English","# Kerb Ramp Overview\n## Design and Construction Specifications\n## Installation Standards and Compliance","[{\"question\":\"What is the required gradient for the kerb ramp?\",\"answer\":\"The ramp gradient must be no steeper than 1 in 8 and no flatter than 1 in 8.5.\"},{\"question\":\"What standards must the footpath surface comply with?\",\"answer\":\"The finished surface must comply with AS/NZS 4586:1999 regarding the slip resistance classification of new pedestrian surface materials.\"},{\"question\":\"Are tactile markers required for these ramps?\",\"answer\":\"Yes, tactile markers must be provided where specified in accordance with AS/NZS 1428.4.2002.\"}]","Kerb Ramp - Standard Drawing | PDF"]