Infrastructure Guidelines - Technical Specifications
Standards and Requirement for the Design and Construction of Infrastructure Assets in South Australia
Standard Drawings
Kerbs
SD100 (Rev D) - Typical Residential Kerb Profiles
SD105 (Rev D) - Typical Industrial Kerb Profiles
SD110 (Rev D) - Kerb & Watertable Installation Abutting Existing Pavement
SD115 (Rev D) - Standard Stormwater Kerb Outlet Details - Installed During Construction
SD120 (Rev B) - Stormwater Kerb Outlet Details - Existing Kerb
SD125 (Rev D) - Kerb Ramp Specifications Sheet 1 of 2
SD130 (Rev C) - Kerb Ramp Specifications Sheet 2 of 2
Pavements
SD200 (Rev C) - Typical Pedestrian Crossing Arrangement Detail
SD205 (Rev D) - Typical Concrete Footpath Detail - Sheet 1 of 2
SD210 (Rev C) - Typical Concrete Footpath Detail - Sheet 2 of 2
SD215 (Rev C) - Typical Hot Mix Asphalt
SD220 (Rev D) - Block Paved Footpath
SD225 (Rev D) - Retrofit Residential Vehicle Crossing Detail
SD235 (Rev D) - Vehicle Block Paved Crossing Detail
SD240 (Rev D) - Industrial Vehicle Crossing Detail
SD245 (Rev C) - Vehicle Crossing Longitudinal Sections
SD250 (Rev D) - Typical Swale Drain Residential Vehicle Crossing (Rural Entrance)
SD255 (Rev C) - Typical Swale Drain Residential Vehicle Crossing (Urban Entrance)
SD260 (Rev B) - Typical Swale Drain Heavy Vehicle Crossing (Rural Entrance)
SD265 (Rev C) - Typical Pavement Subsoil Drainage
SD270 (Rev D) - Typical Road Crossing Trench Backfill Requirements
SD275 (Rev A) - Typical Bus Stop Detail
Pits and Drainage Structures
SD300 (Rev D) - Stormwater Pits Reinforcement Details
SD305 (Rev D) - Stormwater Junction Pit - Grated Inlet Pit
SD310 (Rev C) - Stormwater Depressed Grated Pit
SD315 (Rev C) - Stormwater Inlet Catch Pit - Field Gully
SD320 (Rev C) - Stormwater Side Entry Pit 900mm Inlet
SD325 (Rev D) - Stormwater Side Entry Pit and Lids With Precast Lintel
SD330 (Rev C) - Stormwater Double Side Entry Pit 1900mm Inlet
SD335 (Rev C) - Precast Side Entry Pit Inlet With Grate Inline
SD340 (Rev D) - Offset Side Entry Pit With 900mm Inlet Grate
SD345 (Rev E) - Standard Headwall for Pipes 300-375 Diameter
SD350 (Rev D) - Standard Headwall for Pipes 450-750 Diameter
SD351 (Rev D) - Standard Headwall for Single Pipe 675-1800 Diameter
SD355 (Rev D) - Standard Headwall for Twin Pipes 825-1800 Diameter
SD365 (Rev C) - Concrete Endwall for Pipes Up To 300mm0 (Walkways, Paths and Tracks)
SD370 (Rev C) Natural Look Concrete and Boulder Headwall
SD375 (Rev C) - Stormwater Catch Drain Details
SD380 (Rev C) - Drain Stormwater Allotment to Kerb and Channel Connection
SD385 (Rev D) - Stormwater Allotment Drain Connection to Authority Pipeline
SD390 (Rev D) - Stormwater Allotment Connection in Easement Detail
SD395 (Rev B) - Subsoil Drainage Flushout
Pits and Drainage Structures
SD400 (Rev B) - Stormwater Drainage Pipe Anchor Block
Typical Road Profiles
SD500 (Rev D) - Typical Road Sections (Non-Kerbed)
SD505 (Rev D) - Typical Road Section Layout (Kerbed Residential Street)
SD510 (Rev B) - Typical Road Profiles Rural Living and Low Density Residential Areas
SD515 (Rev C) - Typical Road Sections Urban Areas
SD520 (Rev C) - Typical Road Profiles Commercial Street - Industrial Street
Floodway Details
SD600 (Rev E) - Floodway General Arrangement Low Volume Rural Roads
SD605 (Rev B) - Floodway - Details Low Volume Rural Roads
Community Waste Water Management Systems
SD700 (Rev B) - Trench and Backfill Details CWMS
SD705 (Rev B) - New Connection - Extension of Mains – CWMS
SD710 (Rev B) - Typical Connection I.P Locations CWMS
SD715 (Rev A) - Y Connection Off An Existing Connection – CWMS
SD720 (Rev B) - Sealing Cap Details and In Line Flushing Point Locations CWMS
SD725 (Rev B) - Typical Connection and Flushing Point Cover Details CWMS
SD730 (Rev B) - Flushing Point or Maximum Depth Connections – CWMS
SD735 (Rev B) - Terminal of Drain Line Flushing Point – CWMS
SD740 (Rev B) - Typical Concrete Encasement of Drain or Rising Main Through Creeks – CWMS
SD745 (Rev B) - Maintenance Hole - Access Chamber (MH-AC) - CWMS