Standard Drawings
Conditions of Use
- For the purposes of using the standard drawings within the Wentworth Shire for construction works, sd1-1 forms part of each and all individual standard drawings.
- The standard drawings are derived from, and shall be read in conjunction with, Wentworth Shire council’s general specification for roadworks and drainage.
- The general specification shall take precedence over the standard drawings.
- The intention of the standard drawings is to maintain a uniform and consistent approach for both design and construction aspects for common or frequent situations.
- The standard drawings may not be suitable for all construction situations and a variation of a particular standard drawing, or an above-standard design, may need to be adopted. approval is required from the manager technical services, roads and engineering department.
- The use of any variation of the standard drawings must have the explicit approval from council officers.
- Standard drawings marked ‘restricted use’ shall not be used unless explicit approval has been granted by Wentworth Shire council manager technical services, roads and engineering department.
- All suppliers of specified grates and precast pits must have Wentworth Shire council’s approval to supply to any works within the Wentworth Shire. all supplied grates, covers, surrounds and precast pits must be Wentworth Shire Council approved models. approval can be sought through Wentworth Shire council roads and engineering department.
- The user of the standard drawings is to ensure they have the latest revision/s at time of use. when a revision is made to a standard drawing all previous revisions are made redundant and shall not be used.
- Crushed rock classifications given are as per vicroads classifications. equivalent crushed rock may be used if approved.
- Standard drawings are not to scale unless noted otherwise. standard drawings are not to be scaled.
Drainage Pits
SD5-1 – GRATED PIT WITH DEPRESSED GRATE FOR MEDIANS AND TABLE DRAINS
SD5-2 – PIT GRILLE (FOR PIT OPENING – 600 X 900)
SD5-3 – RAISED PIT GRILLE (FOR PIT OPENING -750 X 750) FLOODWAYS
SD5-4 – SHALLOW INLET CATCH PIT FOR OPEN DRAIN FOR PIPES UP TO 450 DIAMETER
SD5-6 – GRATED PIT FOR LOW POINTS WITHIN NATURE STRIPS
SD5-8 – STORM WATER JUNCTION PIT FOR PIPES UP TO 600mm DIAMETER AND 3600mm MAX DEPTH
SD5-9 – STORM WATER JUNCTION PIT FOR PIPES OVER 600mm DIAMETER AND 3600mm MAX DEPTH (1 OF 2)
SD5-13(i) – GRATED KERB CATCH PIT WITH JUNCTION PIT AT BACK OF KERB
SD5-13(ii) – GRATED KERB CATCH PIT WITH JUNCTION PIT IN ROAD
SD5-13A – GRATE DETAIL FOR SM2 KERB
SD5-13B – GRATE DETAIL FOR WSM2 KERB
SD5-13C – GRATE DETAIL FOR WM2 KERB
SD5-14(i) – GRATED KERB CATCH PIT WITH JUNCTION PIT FOR WB2 KERB
SD5-14(ii) – GRATED KERB CATCH PIT WITH JUNCTION PIT IN ROAD FOR WB2 KERB
SD5-14A – GRATE DETAIL FOR WB2 KERB
SD5-15 – GRATED KERB CATCH PIT AT VEHICLE CROSSINGS
SD5-16 – JUNCTION PIT COVERS (INSERT & FRAME)
SD5-17 – GRATED KERB CATCH PIT WITH CORBELLED JUNCTION PIT FOR RECONSTRUCTION WORKS
SD5-17B – GRATED KERB CATCH PIT WITH CORBELLED JUNCTION PIT FOR VEHICLE CROSSINGS
Drainage Incidentals
SD6-1 – EASEMENT PROPERTY CONNECTION TYPE “A” FOR DEEP DRAINS
SD6-2 – PROPERTY CONNECTION TO UNDERGROUND DRAIN
SD6-3 – EASEMENT PROPERTY CONNECTION TYPES “B” & “J” FOR SHALLOW DRAINS
SD6-4 – HOUSE DRAIN CONNECTION TO KERB AND CHANNEL IN EXISTING RESIDENTIAL AREAS
SD6-5 – GROUTED MASONRY ENDWALL FOR WETLAND USE ONLY
SD6-6 – REINFORCED CONCRETE HEADWALLS FOR PIPES 600⌀ TO 1950⌀
SD6-8 – PIPE CONNECTION TO PIPELINES
SD6-10 – SEWER TRENCH BACKFILLING SPECIFICATION NEAR DRAINS (NOT UNDER PAVEMENT)
SD6-10A – CULVERT TRENCH BACKFILLING SPECIFICATIONS
SD6-11 – ANCHOR BLOCK DETAILS FOR PIPES UP TO 600mm DIAMETER
SD6-14 – DRIVEABLE CULVERT ENDWALL (PIPE CULVERTS UP TO 600mm ⌀ AND BOX CULVERTS UP TO 600mm WIDE)
Street Cross Sections
STANDARD DRAWINGS UNDER DEVELOPMENT
Bollards
Water and Sewer
127-500 – STANDARD FILTERED & UNFILTERED COMMON TRENCH ARRANGEMENT
127-101 – STANDARD TOWN FILTERED WATER CONNECTION
127-102 – STANDARD TOWN UNFILTERED WATER CONNECTION
127-103 – STANDARD RURAL UNFILTERED WATER CONNECTION
127-104 – STANDARD TOWN WATER UNFILTERED & FILTERED DUAL CONNECTION
127-105 – STANDARD 80mm ⌀ HYDRANT FITTED TO 50mm ⌀ MAIN
127-106 – STANDARD 80mm ⌀ HYDRANT FITTED TO 50mm ⌀ MAIN AT THE END
127-207 – STANDARD SEWERAGE MANHOLE (RECEIVING DISCHARGE RISING MAIN
127-208 – STANDARD SEWERAGE MANHOLE