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2878-CR-201 TYPICAL ROAD SECTION

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2878-CR-201 TYPICAL ROAD SECTION

  1. 1. 2250 Lane 2250 Lane 4500 Roadway2500 Road Reserve 150 1200 Footpath 125 Conc. Slab Typical Road Section - Type 3 500 2500 Road Reserve Dish Drain 1000 2.5 % Kerb K1 PlotBoundary PlotBoundary 100mm Crusher run 98% PROCTOR well compacted Subgrade to be compacted to 90% PROCTOR 50 mm Asphalt 175mm Crusher run to be compacted to 98% PROCTOR maximum dry density 300mm Hardcore filling to be compacted to 95% PROCTOR maximum dry density Subgrade to be compacted to 90% PROCTOR maximum dry density (unsuitable material to be removed & replaced with imported fill) (assumed min. CBR 10%) 450 3000 Planting Servitude3000 Planting Servitude 3000 Lane 3000 Lane 6000 Roadway 2.5 % 2500 Road Reserve 150 1200 Footpath 125 Conc. Slab Kerb K1 50 mm Asphalt 175mm Crusher run to be compacted to 98% PROCTOR maximum dry density 300mm Hardcore filling to be compacted to 95% PROCTOR maximum dry density Subgrade to be compacted to 90% PROCTOR maximum dry density (unsuitable material to be removed & replaced with imported fill) (assumed min. CBR 10%) Typical Road Section - Type 1 100mm Crusher run 98% PROCTOR well compacted Subgrade to be compacted to 90% PROCTOR PlotBoundary 500 2500 Road Reserve PlotBoundary Dish Drain 1000 Typical Road Section - (Type 2) Stormwater Manhole 3000 Lane 3000 Lane 6000 Roadway 2.5 % 2500 Road Reserve 150 1200 Footpath 125 Conc. Slab PlotBoundary 2500 Road Reserve PlotBoundary 1000 450 1156 900 500 Potable Water Trench Telecom Trench 300 444 450 3000 Planting Servitude 3000 Planting Servitude 3000 Planting Servitude 3000 Planting Servitude 9500 Road 5 10000 Road 6 850 Telecom Trench 300 700 Telecom Trench 300 900 500 Potable Water Trench 600 500 Potable Water Trench 11000 11000 Kerb K1 Chamfer 25x25 Chamfer 25x25 Chamfer 25x25 50 mm Asphalt 175mm Crusher run to be compacted to 98% PROCTOR maximum dry density 300mm Hardcore filling to be compacted to 95% PROCTOR maximum dry density Subgrade to be compacted to 90% PROCTOR maximum dry density (unsuitable material to be removed & replaced with imported fill) (assumed min. CBR 10%) MV / LV CABLE TRENCH SECTION LV Cables for Street 22kV Cable LV Cables for Street LV CABLE TRENCH SECTION 850700 LV Cables for Street LV CABLE TRENCH SECTION 1200 Footpath (Detail 1) 1200 Footpath (Detail 1) 1200 Footpath (Detail 1) 120 30 100100 230100 150180 Precast Concrete Kerb K1 Hardcore Layer Min.250 Beyond Kerb Detail 1 - Kerb K1 1501200 Footpath 100mm Crusher run 98% PROCTOR Subgrade to be compacted to 90% PROCTOR 125mm Conc. Slab Mesh A98 Polyethylene sheeting Kerb K1 TYPICAL FOOTPATH DETAIL 100mm Compacted Crusher Run 50mm Stabilised material (Coral Sand 0 / 3 mm + 20% Rock Sand + Kerb K1 DETAIL 1 1200 Kerb K1 Job No Drawing Status Discipline Scale at A1 Drawing No Rev Drawing Title Job Title Client Date By Chkd Appd A1 1 2 3 4 5 6 7 8 9 10 11 A B C D E F G H I J K L M N Do not scale Rev CR-201 P12878 1:25 FOR APPROVAL Civil TYPICAL ROAD SECTION / /C1 03 12 12 Reza B. P.G P.G ISSUED FOR CONSTRUCTION / /C2 10 04 13 Reza B. P.G P.G FOOTPATH DETAIL ADDED / /P1 08 05 13 Reza B. P.G P.G FOR APPROVAL

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