Standard Drawings


SD1-1    STANDARD DRAWINGS CONDITION OF USE

 

1. KERBS              

SD1-2    M1, SM AND BARRIER KERB PROFILES AND EDGE STRIP

SD1-3    WB2, WB1, SM1, WSM2, WSM3 AND WM2 KERB PROFILES

SD1-4    STANDARD SPIKED KERBS

SD1-5    TYPICAL TREATEMENT FOR INVERT CHANNEL ACROSS THRESHOLD

 

2. PATHS             

SD2-1    FOOTPATH (AGAINST TITLE BOUNDARY)

SD2-2    FOOTPATH (AGAINST KERB)

SD2-3    SHARED PATH (ALL LOCATIONS)

SD2-4    CONCRETE PATH AND PAVEMENT JOINT DETAILS

SD2-5    TYPICAL CONCRETE FOOTPATH TREATEMENT AT PITS

SD2-6    INSTALATION OF ELECTRICAL PIT IN FOOTPATH

SD2-7    ASPHALT PATH

 

3. PRAM CROSSINGS     

SD3-1    PRAM CROSSINGS

SD3-2    TYPICAL FOOTPATH LAYOUT AT INTERSECTIONS

 

4. PROPERTY ACCESS     

SD4-1    SINGLE RESIDENTIAL VEHICLE CROSSING (PATH AT BOUNDARY)

SD4-2    SINGLE RESIDENTIAL VEHICLE CROSSING (PATH AT KERB)

SD4-3    DOUBLE RESIDENTIAL VEHICLE CROSSING (PATH AT BOUNDARY)

SD4-4    DOUBLE RESIDENTIAL VEHICLE CROSSING (PATH AT KERB)

SD4-5    HEAVY DUTY VEHICLE CROSSING

SD4-6    RURAL VEHICLE CROSSING

 

5. 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    RASED 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

SD5-7    STEP IRON DETAILS

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

SD5-18A      APPROVED PIT COVERS AND GRATES

SD5-18B      APPROVED PRECAST PITS

 

6. DRAINAGE INCIDENTALS        

SD6-1    EASEMENT PROPERTY CONNECTION TYPE "A" FOR DEEP DRAINS

SD6-2    PROPERTY CONNECTION TO UNDERGROUND DRAIN

SD6-3    EASEMENT PROPERTY CONECTION TYPES "B" & "J" FOR SHALLOW DRAINSwater connection

SD6-4    HOUSE DRAIN CONNECTION TO KERB AND CHANNEL IN EXISTING RESIDENTIAL AREAS

SD6-4B  TYPICAL GALVANIZED STEEL KERB ADAPTOR (FOR ROAD RECONSTRUCTIONS & NEW WORKS)

SD6-5    GROUTED MASONRY ENDWALL FOR WETLAND USE ONLY

SD6-6    REINFORCED CONCRETE HEADWALLS FOR PIPES 600⌀ TO 1950⌀

SD6-7    BANDAGE JOINT

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)


7. SUBSURFACE DRAINAGE        

SD7-1A  PAVEMENT COMPOSITION INCORPORATING KERB & CHANNEL

SD7-2    SUBSURFACE DRAINAGE ATPAVED AND ABUTTING PAVEMENTS, TEMP. ROAD ENDS & ROAD CROSSINGS

SD7-3    REINSTATEMENT OF OPEN SECTION WORKS WITHIN ROAD RESERVES

 

8. STREET CROSS SECTIONS         

STANDARD DRAWINGS UNDER DEVELOPMENT

               

9. OFF STREET PARKING               

SD9-1  OFF-STREET CAR PARKING FOR RESIDENTIAL AREAS ONLY (DIMENSIONS ONLY)

 

10. BOLLARDS   

SD10-1  BOLLARD DETAIL

 

11. MISCELLANEOUS     

SD11-1    TYPICAL ROAD SIGN LOCATIONS AND STREET NAME PLATE DETAIL

SD11-2    GUIDE POST DETAIL

SD11-5A   NOISE-ABSORBING HIGH WIND TREATED PINE FENCE

SD11-5B   STANDARD DETAILS FOR ALL HALF COST FENCING

SD11-6     CONCRETE PARKING BAY DETAILS

SD11-8     SERVICE CONDUIT MARKINGS

SD11-10   PERMANENT SURVEY MARK HIGH STABILITY

                 

12. WATER & 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

127-206    STANDARD SEWER RISER/INSPECTION SHAFT WITHIN PROPERTY BOUNDARIES WHERE SEWER MAIN 1.5M & DEEPER

127-207    STANDARD SEWERAGE MANHOLE (RECEIVING DISCHARGE RISING MAIN

127-208    STANDARD SEWERAGE MANHOLE

127-209    STANDARD SEWER MAIN DEAD END

127-210    STANDARD SEWER HOUSE CONNECTION WHERE SEWER MAIN OUTSIDE PROPERTY BOUNDARY & DEPTH LESS THAN 1.5m

127-211    STANDARD SEWER HOUSE CONNECTION WHERE SEWER MAIN INSIDE PROPERTY BOUNDARY & DEPTH LESS THAN 1.5m

127-212    STANDARD SEWERAGE MANHOLE (DROP MANHOLE)

127-215    STANDARD SEWER HOUSE CONNECTION MAIN OUTSIDE PROPERTY BOUNDARY DEPTH GREATER THAN 1.5m