10
DRN. DATE CHK’D 1 2 3 4 C B A 4 3 2 1 A B C REV. NOTES 0 ORIGINAL ISSUE 05-09-12 JRR DESCRIPTION EXAMPLE DRAWINGS NON DRINKING WATER RETICULATION INDEX AND SERVICE DEPTHS TYPICAL LOT ENTRY ARRANGEMENTS SERVICES SERVICE CONNECTION CONSUMER GUIDELINE COVER DEPTH TYPICAL MATERIALS AND DIAMETER DESIGNED: DATE: DRAWN: CHECKED: EXAMINED: APPROVED: SCALE: DRG. No. JAMES R. 30-08-2012 RECOMMENDED: SHEET 1 OF 10 CODE OF PRACTICE UTILITY PROVIDERS FOR WESTERN AUSTRALIA GEOFF W. ROBERT ROGERSON COVER DEPTH TYPICAL MATERIALS AND DIAMETER GAS ELECTRICITY TELECOMMUNICATIONS DRINKING WATER NON DRINKING WATER SEWERAGE 600mm COPPER 300mm PE/PVC 450mm 850mm 600mm 600mm 600mm 600mm 900mm 600mm Min. 300 Min. 450 TO 500mm 500 TO 550mm YELLOW PIPE OR YELLOW STRIPED PIPE 20mm YELLOW PE OR PVC OR COPPER OR ORANGE TAPE OVER BARE CABLE. ORANGE PIPE OR ORANGE STRIPED PE PIPE 20mm COPPER, DN25 OR DN32 BLUE STRIPED PE WHITE PIPE OR WHITE STRIPED BLACK PE PIPE WHITE PIPE OR WHITE STRIPED BLACK PE PIPE DN25 OR DN32 FULL COLOUR LILAC PE 20mm COPPER OR DN25 BLUE STRIPED PE 20mm COPPER OR DN25 FULL COLOUR LILAC PE. 100mm PVC NOTE: UNDERLINED DEPTH IS PREFERED DEPTH. INSTALLERS TO FOLLOW SEPARATION REQUIREMENTS DETAILED IN AS3000. SHEET 1 OF 10 INDEX AND SERVICE DEPTHS. TYPICAL LOT ENTRY ARRANGEMENTS. SHEET 2 OF 10 SHEET 3 OF 10 SHEET 4 OF 10 SHEET 5 OF 10 SHEET 6 OF 10 SHEET 7 OF 10 SHEET 8 OF 10 SHEET 9 OF 10 SHEET 10 OF 10 SHALLOW SEWER - CONNECTION OFF INSPECTION OPENING (I.O.) TYPICAL LOT ENTRY ARRANGEMENT - CONSOLIDATED DUAL DEEP SEWER - CONNECTION TO INSPECTION SHAFT (I.S.) TYPICAL LOT ENTRY ARRANGEMENT - CONSOLIDATED DUAL SHALLOW SEWER - CONNECTION OFF INSPECTION OPENING (I.O.) TYPICAL LOT ENTRY ARRANGEMENT - DUAL - NO WATER NO GAS DEEP SEWER - CONNECTION TO INSPECTION SHAFT (I.S.) TYPICAL LOT ENTRY ARRANGEMENT - DUAL - NO WATER NO GAS DUAL ENTRY WITH POWER AND WATER SEPARATED TYPICAL LOT ENTRY ARRANGEMENT. DUAL ENTRY - NO SEWER TYPICAL LOT ENTRY ARRANGEMENT DUAL ENTRY WITH POWER AND SEWER SEPARATED. TYPICAL LOT ENTRY ARRANGEMENT - SHALLOW SEWER DUAL ENTRY WITH POWER AND SEWER SEPARATED. TYPICAL LOT ENTRY ARRANGEMENT - DEEP SEWER LESS THAN 1.1m IN HEIGHT - SINGLE DN20 SERVICE. TYPICAL LOT ENTRY ARRANGEMENT - FRONT RETAINING WALLS LOT LOT ROAD LOT LOT ROAD LOT SEPARATED SERVICES BY THE DESIGN ENGINEER FOR ALL FLAT GREENFIELD AND REDEVELOPMENT SITES. THE FOLLOWING WATER SERVICE LOCATION ARRANGEMENTS ARE TO BE CONSIDERED IN WIDTH. FRONTAGES UP TO 6.5m PROPERTIES WITH ROAD IN WIDTH. FRONTAGES UP TO 12m PROPERTIES WITH ROAD THAN 12m IN WIDTH. FRONTAGES GREATER PROPERTIES WITH ROAD WATER SERVICE LOCATIONS - PREFERED ARRANGEMENTS TABLE LANEWAY ARRANGEMENT) OF PROPERTY (REAR BETWEEN FRONT OR REAR SPLIT ALL SERVICES FRONT RIGHT (FR) FRONT LEFT (FL) AND SEPERATE SERVICES TO FRONT RIGHT (FR) FRONT LEFT (FL) AND SEPERATE SERVICES TO CLEARANCE TO POWER DOME SERVICE WITH EXTENDED FRONTAGE LOCATE WATER ALL ON ONE ROAD IF MAJORITY OF SERVICES ARE DUAL DRIVEWAYS. OF PROPERTY) WHERE THERE DRIVEWAY (TOWARDS MIDDLE ON OPPOSITE SIDE OF LOCATE WATER SERVICES FURTHER INTO PROPERTY ALONGSIDE DRIVEWAY LOCATE WATER SERVICES SERVICE. AWAY FROM POWER ON OTHER ROAD FRONTAGE POSITION WATER SERVICES FOR CORNER BLOCKS PROPERTY. TOWARDS MIDDLE OF ON SIDE OF DRIVEWAY LOCATE WATER SERVICES TO POWER DOME. EXTENDED CLEARANCE WATER SERVICE WITH ROAD FRONTAGE LOCATE IF SERVICES ALL ON ONE ARRANGEMENT CONSOLIDATED SERVICES ARRANGEMENT CONSOLIDATED SERVICES ARRANGEMENT CONSOLIDATED SERVICES PREFERED NON-PREFERED GW CONSOLIDATED SERVICES mm DIA ORANGE CONDUIT) 40/50 (TYPICALLY IN 11/18 mm DIA BLACK/ORANGE PVC CABLE mm PVC 150/200

Utility Providers Code of Practice for Western Australia - Addendum No.u_3991229r_1n_D12^23300619.PDF

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  • DRN.DATE CHKD

    1 2 3 4

    C

    B

    A

    4321

    A

    B

    C

    REV.

    NOTES

    0 ORIGINAL ISSUE 05-09-12 JRR

    DESCRIPTION

    EXAMPLE DRAWINGSNON DRINKING WATER RETICULATION

    INDEX AND SERVICE DEPTHSTYPICAL LOT ENTRY ARRANGEMENTS

    SERVICESSERVICE CONNECTION CONSUMER GUIDELINE

    COVER DEPTH TYPICAL MATERIALS AND DIAMETER

    DESIGNED:

    DATE:DRAWN:

    CHECKED:

    EXAMINED:

    APPROVED:

    SCALE:

    DRG. No.JAMES R. 30-08-2012

    RECOMMENDED:

    SHEET 1 OF 10

    CODE OF PRACTICEUTILITY PROVIDERS FOR WESTERN AUSTRALIA

    GEOFF W.

    ROBERT ROGERSON

    COVER DEPTH TYPICAL MATERIALS AND DIAMETER

    GAS

    ELECTRICITY

    TELECOMMUNICATIONS

    DRINKING WATER

    NON DRINKING WATER

    SEWERAGE

    600mm COPPER 300mmPE/PVC 450mm

    850mm

    600mm

    600mm

    600mm

    600mm 900mm

    600mm Min.

    300 Min.

    450 TO 500mm

    500 TO 550mm

    YELLOW PIPE OR YELLOW STRIPED PIPE 20mm YELLOW PE OR PVC OR COPPER

    OR ORANGE TAPE OVER BARE CABLE.ORANGE PIPE OR ORANGE STRIPED PE PIPE

    20mm COPPER, DN25 OR DN32 BLUE STRIPED PE

    WHITE PIPE OR WHITE STRIPED BLACK PE PIPE WHITE PIPE OR WHITE STRIPED BLACK PE PIPE

    DN25 OR DN32 FULL COLOUR LILAC PE

    20mm COPPER OR DN25 BLUE STRIPED PE

    20mm COPPER OR DN25 FULL COLOUR LILAC PE.

    100mm PVC

    NOTE: UNDERLINED DEPTH IS PREFERED DEPTH. INSTALLERS TO FOLLOW SEPARATION REQUIREMENTS DETAILED IN AS3000.

    SHEET 1 OF 10INDEX AND SERVICE DEPTHS.TYPICAL LOT ENTRY ARRANGEMENTS.

    SHEET 2 OF 10

    SHEET 3 OF 10

    SHEET 4 OF 10

    SHEET 5 OF 10

    SHEET 6 OF 10

    SHEET 7 OF 10

    SHEET 8 OF 10

    SHEET 9 OF 10

    SHEET 10 OF 10

    SHALLOW SEWER - CONNECTION OFF INSPECTION OPENING (I.O.)TYPICAL LOT ENTRY ARRANGEMENT - CONSOLIDATED DUAL

    DEEP SEWER - CONNECTION TO INSPECTION SHAFT (I.S.)TYPICAL LOT ENTRY ARRANGEMENT - CONSOLIDATED DUAL

    SHALLOW SEWER - CONNECTION OFF INSPECTION OPENING (I.O.)TYPICAL LOT ENTRY ARRANGEMENT - DUAL - NO WATER NO GAS

    DEEP SEWER - CONNECTION TO INSPECTION SHAFT (I.S.)TYPICAL LOT ENTRY ARRANGEMENT - DUAL - NO WATER NO GAS

    DUAL ENTRY WITH POWER AND WATER SEPARATEDTYPICAL LOT ENTRY ARRANGEMENT.

    DUAL ENTRY - NO SEWERTYPICAL LOT ENTRY ARRANGEMENT

    DUAL ENTRY WITH POWER AND SEWER SEPARATED.TYPICAL LOT ENTRY ARRANGEMENT - SHALLOW SEWER

    DUAL ENTRY WITH POWER AND SEWER SEPARATED.TYPICAL LOT ENTRY ARRANGEMENT - DEEP SEWER

    LESS THAN 1.1m IN HEIGHT - SINGLE DN20 SERVICE.TYPICAL LOT ENTRY ARRANGEMENT - FRONT RETAINING WALLS

    LOT LOT

    ROAD

    LOT LOT

    ROAD

    LOT

    SEPARATED SERVICES

    BY THE DESIGN ENGINEER FOR ALL FLAT GREENFIELD AND REDEVELOPMENT SITES.THE FOLLOWING WATER SERVICE LOCATION ARRANGEMENTS ARE TO BE CONSIDERED

    IN WIDTH.FRONTAGES UP TO 6.5mPROPERTIES WITH ROAD

    IN WIDTH.FRONTAGES UP TO 12mPROPERTIES WITH ROAD

    THAN 12m IN WIDTH.FRONTAGES GREATERPROPERTIES WITH ROAD

    WATER SERVICE LOCATIONS - PREFERED ARRANGEMENTS TABLE

    LANEWAY ARRANGEMENT)OF PROPERTY (REARBETWEEN FRONT OR REARSPLIT ALL SERVICES

    FRONT RIGHT (FR)FRONT LEFT (FL) ANDSEPERATE SERVICES TO

    FRONT RIGHT (FR)FRONT LEFT (FL) ANDSEPERATE SERVICES TO

    CLEARANCE TO POWER DOMESERVICE WITH EXTENDEDFRONTAGE LOCATE WATERALL ON ONE ROADIF MAJORITY OF SERVICES

    ARE DUAL DRIVEWAYS.OF PROPERTY) WHERE THEREDRIVEWAY (TOWARDS MIDDLEON OPPOSITE SIDE OFLOCATE WATER SERVICES

    FURTHER INTO PROPERTYALONGSIDE DRIVEWAY LOCATE WATER SERVICES

    SERVICE.AWAY FROM POWERON OTHER ROAD FRONTAGEPOSITION WATER SERVICESFOR CORNER BLOCKS

    PROPERTY.TOWARDS MIDDLE OFON SIDE OF DRIVEWAYLOCATE WATER SERVICES

    TO POWER DOME.EXTENDED CLEARANCE WATER SERVICE WITHROAD FRONTAGE LOCATEIF SERVICES ALL ON ONE

    ARRANGEMENTCONSOLIDATED SERVICES

    ARRANGEMENTCONSOLIDATED SERVICES

    ARRANGEMENTCONSOLIDATED SERVICES

    PREFERED

    NON-PREFERED

    GW

    CONSOLIDATED SERVICES mm DIA ORANGE CONDUIT)40/50(TYPICALLY IN 11/18 mm DIA BLACK/ORANGE PVC CABLE

    mm PVC150/200

  • BA

    4321

    A

    B

    WASTE WATER PRESSURE MAIN (ALIGNMENT VARIES)

    (2.1M ALIGNMENT OF OPPOSITE SIDE OF ROAD)NON DRINKING WATER

    DRINKING WATER (2.1M ALIGNMENT)

    GAS (1.5M ALIGNMENT)

    PRIMARY COMMS (0.75M ALIGNMENT)

    SECONDARY COMMS (0.9M ALIGNMENT)

    POWER (0.3M ALIGNMENT)

    ND

    W

    DW

    GA

    S

    LOT

    BO

    UN

    DA

    RY

    LOT 77

    LOT 1

    1600

    1500

    1200

    800

    500

    200

    1600

    1100

    500

    500

    DRINKING WATER

    NON DRINKING WATER

    COMMUNICATION PITSECONDARYCOMMUNICATION PIT

    C5-PRIMARY

    REQUIRED ZONE DIMENSIONS 1600 X 1600 (POWER DOME)1600 X 1700 (WATER & SEWER)

    DETAIL 1B - DUPLEX LOTDETAIL 1A - SINGLE LOT

    WASTE WATER PRESSURE MAIN (ALIGNMENT VARIES)

    (2.1M ALIGNMENT OF OPPOSITE SIDE OF ROAD)NON DRINKING WATER

    DRINKING WATER (2.1M ALIGNMENT)

    GAS (1.5M ALIGNMENT)

    PRIMARY COMMS (0.75M ALIGNMENT)

    SECONDARY COMMS (0.9M ALIGNMENT)

    POWER (0.3M ALIGNMENT)

    ND

    W

    DW

    GA

    S

    LOT

    BO

    UN

    DA

    RY

    LOT 77

    LOT 1

    1600

    1500

    1200

    800

    500

    200

    500

    DRINKING WATER

    NON DRINKING WATER

    COMMUNICATION PITSECONDARY

    COMMUNICATION PITC5-PRIMARY

    REQUIRED ZONE DIMENSIONS 1600 X 1600 (POWER DOME)1600 X 1700 (WATER & SEWER)

    1600

    1100

    1000

    500

    200200

    STREET BOUNDARY

    STREET BOUNDARY

    STREET BOUNDARY

    M M M M M M M M

    DOMEPOWER

    DOMEPOWER

    DRN.DATE CHKD

    1 2 3 4

    CC

    REV.

    NOTES

    DESIGNED:

    DATE:DRAWN:

    CHECKED:

    EXAMINED:

    APPROVED:

    SCALE:

    DRG. No.JAMES R. 09-08-2012

    0250500 1000mm500

    RECOMMENDED:

    SHEET 2 OF 10

    0 ORIGINAL ISSUE 05-09-12 JRR

    DESCRIPTION

    GW

    ON THE PROPERTY, TYPICALLY 500mm TO 800mm INSIDE THE FRONT BOUNDARY.4. WATER CORPORATION IS PRESENTLY CONSIDERING ALLOWING THE POSITIONING OF THE I.O. WATER PIPEWORK.3. NON DRINKING WATER DELIVERY PIPEWORK TO BE SLIGHTLY DEEPER THAN DRINKING BOUNDARY OR LOCATED CLEAR OF THE DRIVEWAY. BE POSITIONED ON THE DOWNSTREAM SIDE OF THE LOT AND 7.0m FROM EITHER SIDE2. WHERE A SEWER PASSES IMMEDIATELY IN FRONT OF A PROPERTY, THE JUNCTION SHOULD OTHER LOCATIONS ON THE LOT.1. THESE ENTRY ARRANGEMENT DO NOT PRECLUDE THE POSITIONING OF THE SEWER AT CODE OF PRACTICEUTILITY PROVIDERS FOR WESTERN AUSTRALIA

    GEOFF W.

    ROBERT ROGERSONEXAMPLE DRAWINGS

    NON DRINKING WATER RETICULATIONCONNECTION OFF INSPECTION OPENING (I.O.)CONSOLIDATED DUAL SHALLOW SEWER -

    TYPICAL LOT ENTRY ARRANGEMENT -

    1300

    1200

    500

    1700

    1600

    1000

    800

    600

    500

    300

    200

    300 300

    1700

    1600

    1000

    800

    600

    500

    300

    200

    1300

    1200

    1000

    500

  • DRN.DATE CHKD

    1 2 3 4

    C

    B

    A

    4321

    A

    B

    C

    REV. DESCRIPTION

    NOTES

    WASTE WATER PRESSURE MAIN (ALIGNMENT VARIES)

    (2.1M ALIGNMENT OF OPPOSITE SIDE OF ROAD)NON DRINKING WATER

    DRINKING WATER (2.1M ALIGNMENT)

    GAS (1.5M ALIGNMENT)

    PRIMARY COMMS (0.75M ALIGNMENT)

    SECONDARY COMMS (0.9M ALIGNMENT)

    POWER (0.3M ALIGNMENT)

    ND

    W

    DW

    GA

    S

    LOT

    BO

    UN

    DA

    RY

    LOT 77

    LOT 1

    1600

    1500

    1200

    800

    500

    200

    1600

    1100

    500

    1300

    1200

    DRINKING WATER

    NON DRINKING WATER

    COMMUNICATION PITSECONDARYCOMMUNICATION PIT

    C5-PRIMARY

    REQUIRED ZONE DIMENSIONS 1600 X 1600 (POWER DOME)1600 X 1400 (WATER & SEWER)

    DETAIL 1D - DUPLEX LOTDETAIL 1C - SINGLE LOT

    WASTE WATER PRESSURE MAIN (ALIGNMENT VARIES)

    (2.1M ALIGNMENT OF OPPOSITE SIDE OF ROAD)NON DRINKING WATER

    DRINKING WATER (2.1M ALIGNMENT)

    GAS (1.5M ALIGNMENT)

    PRIMARY COMMS (0.75M ALIGNMENT)

    SECONDARY COMMS (0.9M ALIGNMENT)

    POWER (0.3M ALIGNMENT)

    ND

    W

    DW

    GA

    S

    LOT

    BO

    UN

    DA

    RY

    LOT 77

    LOT 1

    1600

    1500

    1200

    800

    500

    200

    DRINKING WATER

    NON DRINKING WATER

    COMMUNICATION PITSECONDARY

    COMMUNICATION PITC5-PRIMARY

    REQUIRED ZONE DIMENSIONS 1600 X 1600 (POWER DOME)1600 X 1400 (WATER & SEWER)

    1600

    1100

    1000

    500

    1300

    1200

    1000

    200200

    500-800

    1400

    1300

    1000

    800

    600

    500

    300

    200

    500-800

    1400

    1300

    1000

    800

    600

    500

    300

    200

    M M M M M M M M

    STREET BOUNDARY STREET BOUNDARY STREET BOUNDARY

    DOMEPOWER

    DOMEPOWER

    DESIGNED:

    DATE:DRAWN:

    CHECKED:

    EXAMINED:

    APPROVED:

    SCALE:

    DRG. No.JAMES R. 09-08-2012

    0250500 1000mm500

    RECOMMENDED:

    SHEET 3 OF 10

    CODE OF PRACTICEUTILITY PROVIDERS FOR WESTERN AUSTRALIA

    GEOFF W.

    ROBERT ROGERSON

    0 ORIGINAL ISSUE 05-09-12 JRR GW

    DRINKING WATER PIPEWORK.4. NON DRINKING WATER DELIVERY PIPEWORK TO BE SLIGHTLY DEEPER THAN EITHER SIDE BOUNDARY OR LOCATED CLEAR OF THE DRIVEWAY. SHOULD BE POSITIONED ON THE DOWNSTREAM SIDE OF THE LOT AND 7.0m FROM3. WHERE A SEWER PASSES IMMEDIATELY IN FRONT OF A PROPERTY, THE JUNCTION SEWER AT OTHER LOCATIONS ON THE LOT.2. THESE ENTRY ARRANGEMENTS DO NOT PRECLUDE THE POSITIONING OF THE1. INSPECTION SHAFTS SHALL BE BROUGHT TO THE SURFACE AND CAPPED.

    EXAMPLE DRAWINGSNON DRINKING WATER RETICULATION

    CONNECTION TO INSPECTION SHAFT (I.S.)CONSOLIDATED DUAL DEEP SEWER -

    TYPICAL LOT ENTRY ARRANGEMENT -

  • DRN.DATE CHKD

    1 2 3 4

    C

    B

    A

    4321

    A

    B

    C

    REV. DESCRIPTION

    NOTES

    WASTE WATER PRESSURE MAIN (ALIGNMENT VARIES)

    (2.1M ALIGNMENT OF OPPOSITE SIDE OF ROAD)NON DRINKING WATER

    DRINKING WATER (2.1M ALIGNMENT)

    GAS (1.5M ALIGNMENT)

    PRIMARY COMMS (0.75M ALIGNMENT)

    SECONDARY COMMS (0.9M ALIGNMENT)

    POWER (0.3M ALIGNMENT)

    LOT

    BO

    UN

    DA

    RY

    LOT 2

    LOT 3

    1200

    500

    500

    COMMUNICATION PITSECONDARYCOMMUNICATION PIT

    C5-PRIMARY

    REQUIRED ZONE DIMENSIONS 1200 X 1600 (POWER DOME)

    DETAIL 2B - DUPLEX LOTDETAIL 2A - SINGLE LOT

    1200

    500

    1600

    1500

    1200

    WASTE WATER PRESSURE MAIN (ALIGNMENT VARIES)

    (2.1M ALIGNMENT OF OPPOSITE SIDE OF ROAD)NON DRINKING WATER

    DRINKING WATER (2.1M ALIGNMENT)

    GAS (1.5M ALIGNMENT)

    PRIMARY COMMS (0.75M ALIGNMENT)

    SECONDARY COMMS (0.9M ALIGNMENT)

    POWER (0.3M ALIGNMENT)

    LOT

    BO

    UN

    DA

    RY

    LOT 2

    LOT 3

    500

    COMMUNICATION PITSECONDARY

    COMMUNICATION PITC5-PRIMARY

    1200

    500

    1600

    1500

    1200

    1200

    1000

    500

    REQUIRED ZONE DIMENSIONS 1200 X 1600 (POWER DOME)

    STREET BOUNDARY STREET BOUNDARYSTREET BOUNDARYSTREET BOUNDARY

    DOMEPOWER

    DOMEPOWER

    DESIGNED:

    DATE:DRAWN:

    CHECKED:

    EXAMINED:

    APPROVED:

    SCALE:

    DRG. No.JAMES R. 09-08-2012

    0250500 1000mm500

    RECOMMENDED:

    SHEET 4 OF 10

    CODE OF PRACTICEUTILITY PROVIDERS FOR WESTERN AUSTRALIA

    GEOFF W.

    ROBERT ROGERSON

    0 ORIGINAL ISSUE 05-09-12 JRR GW ON THE PROPERTY, TYPICALLY 500mm TO 800mm INSIDE THE FRONT BOUNDARY.3. WATER CORPORATION IS PRESENTLY CONSIDERING ALLOWING THE POSITIONING OF THE I.O. BOUNDARY OR LOCATED CLEAR OF THE DRIVEWAY. BE POSITIONED ON THE DOWNSTREAM SIDE OF THE LOT AND 7.0m FROM EITHER SIDE2. WHERE A SEWER PASSES IMMEDIATELY IN FRONT OF A PROPERTY, THE JUNCTION SHOULD OTHER LOCATIONS ON THE LOT.1. THESE ENTRY ARRANGEMENT DO NOT PRECLUDE THE POSITIONING OF THE SEWER AT

    1200

    1100

    500

    1200

    1100

    500 300300

    1200 X 1200 (SEWER) 1200 X 1200 (SEWER)

    EXAMPLE DRAWINGSNON DRINKING WATER RETICULATION

    CONNECTION OFF INSPECTION OPENING (I.O.)- NO WATER, NO GAS SHALLOW SEWER -

    TYPICAL LOT ENTRY ARRANGEMENT - DUAL

  • DRN.DATE CHKD

    1 2 3 4

    C

    B

    A

    4321

    A

    B

    C

    REV. DESCRIPTION

    NOTES

    WASTE WATER PRESSURE MAIN (ALIGNMENT VARIES)

    (2.1M ALIGNMENT OF OPPOSITE SIDE OF ROAD)NON DRINKING WATER

    DRINKING WATER (2.1M ALIGNMENT)

    GAS (1.5M ALIGNMENT)

    PRIMARY COMMS (0.75M ALIGNMENT)

    SECONDARY COMMS (0.9M ALIGNMENT)

    POWER (0.3M ALIGNMENT)

    LOT

    BO

    UN

    DA

    RY

    LOT 2

    LOT 3

    COMMUNICATION PITSECONDARYCOMMUNICATION PIT

    C5-PRIMARY

    REQUIRED ZONE DIMENSIONS 1200 X 1600 (POWER DOME)

    DETAIL 2D - DUPLEX LOTDETAIL 2C - SINGLE LOT

    1200

    500

    1600

    1500

    1200

    900

    800

    500

    WASTE WATER PRESSURE MAIN (ALIGNMENT VARIES)

    (2.1M ALIGNMENT OF OPPOSITE SIDE OF ROAD)NON DRINKING WATER

    DRINKING WATER (2.1M ALIGNMENT)

    GAS (1.5M ALIGNMENT)

    PRIMARY COMMS (0.75M ALIGNMENT)

    SECONDARY COMMS (0.9M ALIGNMENT)

    POWER (0.3M ALIGNMENT)

    LOT

    BO

    UN

    DA

    RY

    LOT 2

    LOT 3

    COMMUNICATION PITSECONDARYCOMMUNICATION PIT

    C5-PRIMARY

    REQUIRED ZONE DIMENSIONS 1200 X 1600 (POWER DOME)

    1200

    500

    1600

    1500

    1200

    900

    800

    500

    1200

    1000

    500-800

    1200

    500-800

    STREET BOUNDARY STREET BOUNDARY STREET BOUNDARY STREET BOUNDARY

    DOMEPOWER

    DOMEPOWER

    DESIGNED:

    DATE:DRAWN:

    CHECKED:

    EXAMINED:

    APPROVED:

    SCALE:

    DRG. No.JAMES R. 09-08-2012

    0250500 1000mm500

    RECOMMENDED:

    SHEET 5 OF 10

    CODE OF PRACTICEUTILITY PROVIDERS FOR WESTERN AUSTRALIA

    GEOFF W.

    ROBERT ROGERSON

    0 ORIGINAL ISSUE 05-09-12 JRR GW EITHER SIDE BOUNDARY OR LOCATED CLEAR OF THE DRIVEWAY. SHOULD BE POSITIONED ON THE DOWNSTREAM SIDE OF THE LOT AND 7.0m FROM3. WHERE A SEWER PASSES IMMEDIATELY IN FRONT OF A PROPERTY, THE JUNCTION SEWER AT OTHER LOCATIONS ON THE LOT.2. THESE ENTRY ARRANGEMENTS DO NOT PRECLUDE THE POSSITIONING OF THE1. INSPECTION SHAFTS SHALL BE BROUGHT TO THE SURFACE AND CAPPED.

    200

    1200 X 900 (SEWER)1200 X 900 (SEWER)

    EXAMPLE DRAWINGSNON DRINKING WATER RETICULATION

    CONNECTION OFF INSPECTION OPENING (I.S.)- DUAL - NO WATER NO GAS DEEP SEWER -

    TYPICAL LOT ENTRY ARRANGEMENT -

  • DRN.DATE CHKD

    1 2 3 4

    C

    B

    A

    4321

    A

    B

    C

    REV. DESCRIPTION

    NOTES

    WASTE WATER PRESSURE MAIN (ALIGNMENT VARIES)

    (2.1M ALIGNMENT OF OPPOSITE SIDE OF ROAD)NON DRINKING WATER

    DRINKING WATER (2.1M ALIGNMENT)

    GAS (1.5M ALIGNMENT)

    PRIMARY COMMS (0.75M ALIGNMENT)

    SECONDARY COMMS (0.9M ALIGNMENT)

    POWER (0.3M ALIGNMENT)

    LOT

    BO

    UN

    DA

    RY

    LOT 4 LOT 5

    COMMUNICATION PITSECONDARY

    COMMUNICATION PITC5-PRIMARY

    1200

    500

    1200

    1100

    500

    200

    100

    1200

    WASTE WATER PRESSURE MAIN (ALIGNMENT VARIES)

    (2.1M ALIGNMENT OF OPPOSITE SIDE OF ROAD)NON DRINKING WATER

    DRINKING WATER (2.1M ALIGNMENT)

    GAS (1.5M ALIGNMENT)

    PRIMARY COMMS (0.75M ALIGNMENT)

    SECONDARY COMMS (0.9M ALIGNMENT)

    POWER (0.3M ALIGNMENT)

    ND

    W

    DW

    LOT

    BO

    UN

    DA

    RY

    LOT 5

    LOT 6

    1200

    700

    DRINKING WATER

    NON DRINKING WATER

    1200

    1000

    600

    WASTE WATER PRESSURE MAIN (ALIGNMENT VARIES)

    (2.1M ALIGNMENT OF OPPOSITE SIDE OF ROAD)NON DRINKING WATER

    DRINKING WATER (2.1M ALIGNMENT)

    GAS (1.5M ALIGNMENT)

    PRIMARY COMMS (0.75M ALIGNMENT)

    SECONDARY COMMS (0.9M ALIGNMENT)

    POWER (0.3M ALIGNMENT)

    ND

    W

    DW

    LOT

    BO

    UN

    DA

    RY

    LOT 5 LOT 6

    DRINKING WATER

    NON DRINKING WATER

    700

    500

    400

    200

    700

    500

    400

    300

    200

    REQUIRED ZONE DIMENSIONS 1200 X 1200 (POWER CORNER)1200 X 200 (COMMUNICATIONS CORNER)

    REQUIRED ZONE DIMENSIONS 1200 X 900 REQUIRED ZONE DIMENSIONS 1800 X 700

    DETAIL 3 DETAIL 4A DETAIL 4B

    1800

    1000

    700

    600

    1800

    1700

    1300

    1100

    700

    M M M M

    M M

    M M

    STREET BOUNDARY STREET BOUNDARY STREET BOUNDARY STREET BOUNDARY

    DOMEPOWER

    DESIGNED:

    DATE:DRAWN:

    CHECKED:

    EXAMINED:

    APPROVED:

    SCALE:

    DRG. No.JAMES R. 09-08-2012

    0250500 1000mm500

    RECOMMENDED:

    SHEET 6 OF 10

    CODE OF PRACTICEUTILITY PROVIDERS FOR WESTERN AUSTRALIA

    GEOFF W.

    ROBERT ROGERSON

    0 ORIGINAL ISSUE 05-09-12 JRR GW EXAMPLE DRAWINGSNON DRINKING WATER RETICULATION

    WATER SEPARATEDDUAL ENTRY WITH POWER AND

    TYPICAL LOT ENTRY ARRANGEMENT

    900

    400

    200

    900

    400

    300

    200

    200 300

    200300

  • DRN.DATE CHKD

    1 2 3 4

    C

    B

    A

    4321

    A

    B

    C

    REV. DESCRIPTION

    NOTES

    WASTE WATER PRESSURE MAIN (ALIGNMENT VARIES)

    (2.1M ALIGNMENT OF OPPOSITE SIDE OF ROAD)NON DRINKING WATER

    DRINKING WATER (2.1M ALIGNMENT)

    GAS (1.5M ALIGNMENT)

    PRIMARY COMMS (0.75M ALIGNMENT)

    SECONDARY COMMS (0.9M ALIGNMENT)

    POWER (0.3M ALIGNMENT)

    ND

    W

    DW

    GA

    S

    LOT

    BO

    UN

    DA

    RY

    LOT 6

    LOT 7

    1600

    1100

    500

    1300

    1200

    DRINKING WATER

    NON DRINKING WATER

    COMMUNICATION PITSECONDARYCOMMUNICATION PIT

    C5-PRIMARY

    REQUIRED ZONE DIMENSIONS 1600 X 1200 (POWER DOME)

    1200

    1100

    800

    500

    200

    1100

    1000

    800

    600

    500

    300

    200

    DETAIL 5

    M M M M

    STREET BOUNDARY STREET BOUNDARY

    DOMEPOWER

    0 ORIGINAL ISSUE 05-09-12 JRR GW

    DESIGNED:

    DATE:DRAWN:

    CHECKED:

    EXAMINED:

    APPROVED:

    SCALE:

    DRG. No.JAMES R. 09-08-2012

    0250500 1000mm500

    RECOMMENDED:

    SHEET 7 OF 10

    CODE OF PRACTICEUTILITY PROVIDERS FOR WESTERN AUSTRALIA

    GEOFF W.

    ROBERT ROGERSON

    EXAMPLE DRAWINGSNON DRINKING WATER RETICULATION

    DUAL ENTRY - NO SEWERTYPICAL LOT ENTRY ARRANGEMENT

    1600 X 1100 (WATER)

  • DRN.DATE CHKD

    1 2 3 4

    C

    B

    A

    4

    A

    B

    C

    REV. DESCRIPTION

    NOTES

    WASTE WATER PRESSURE MAIN (ALIGNMENT VARIES)

    (2.1M ALIGNMENT OF OPPOSITE SIDE OF ROAD)NON DRINKING WATER

    DRINKING WATER (2.1M ALIGNMENT)

    GAS (1.5M ALIGNMENT)

    PRIMARY COMMS (0.75M ALIGNMENT)

    SECONDARY COMMS (0.9M ALIGNMENT)

    POWER (0.3M ALIGNMENT)

    LOT

    BO

    UN

    DA

    RY

    LOT 8LOT 7

    COMMUNICATION PITC5-PRIMARY

    1200

    500

    1200

    1100

    500

    200

    100

    1200

    REQUIRED ZONE DIMENSIONS 1200 X 1200 (POWER CORNER)1200 X 200 (COMMUNICATIONS CORNER)

    DETAIL 6

    COMMUNICATION PITSECONDARY

    WASTE WATER PRESSURE MAIN (ALIGNMENT VARIES)

    (2.1M ALIGNMENT OF OPPOSITE SIDE OF ROAD)NON DRINKING WATER

    DRINKING WATER (2.1M ALIGNMENT)

    GAS (1.5M ALIGNMENT)

    PRIMARY COMMS (0.75M ALIGNMENT)

    SECONDARY COMMS (0.9M ALIGNMENT)

    POWER (0.3M ALIGNMENT)

    ND

    W

    DW

    GA

    S

    LOT

    BO

    UN

    DA

    RY

    LOT 8

    LOT 9

    500

    DRINKING WATER

    NON DRINKING WATER

    REQUIRED ZONE DIMENSIONS 1200 X 1200 (DRINKING WATER CORNER)1200 X 1500 (SEWER CORNER)

    M M M M

    STREET BOUNDARY STREET BOUNDARY STREET BOUNDARY

    DOMEPOWER

    0 ORIGINAL ISSUE 05-09-12 JRR GW

    DETAIL 7A

    DESIGNED:

    DATE:DRAWN:

    CHECKED:

    EXAMINED:

    APPROVED:

    SCALE:

    DRG. No.JAMES R. 09-08-2012

    0250500 1000mm500

    RECOMMENDED:

    SHEET 8 OF 10

    CODE OF PRACTICEUTILITY PROVIDERS FOR WESTERN AUSTRALIA

    GEOFF W.

    ROBERT ROGERSON

    1200

    1000 12

    00

    700

    1400

    1200

    1000

    400

    200

    1700

    1500

    1300

    1000

    400

    300

    200

    300

    300

    EXAMPLE DRAWINGSNON DRINKING WATER RETICULATION

    POWER AND SEWER SEPARATEDSHALLOW SEWER - DUAL ENTRY WITHTYPICAL LOT ENTRY ARRANGEMENT -

  • DRN.DATE CHKD

    1 2 3 4

    C

    B

    A

    4

    A

    B

    C

    REV. DESCRIPTION

    NOTES

    WASTE WATER PRESSURE MAIN (ALIGNMENT VARIES)

    (2.1M ALIGNMENT OF OPPOSITE SIDE OF ROAD)NON DRINKING WATER

    DRINKING WATER (2.1M ALIGNMENT)

    GAS (1.5M ALIGNMENT)

    PRIMARY COMMS (0.75M ALIGNMENT)

    SECONDARY COMMS (0.9M ALIGNMENT)

    POWER (0.3M ALIGNMENT)

    LOT

    BO

    UN

    DA

    RY

    LOT 8LOT 7

    COMMUNICATION PITC5-PRIMARY

    1200

    500

    1200

    1100

    500

    200

    100

    1200

    REQUIRED ZONE DIMENSIONS 1200 X 1200 (POWER CORNER)1200 X 200 (COMMUNICATIONS CORNER)

    DETAIL 6

    COMMUNICATION PITSECONDARY

    WASTE WATER PRESSURE MAIN (ALIGNMENT VARIES)

    (2.1M ALIGNMENT OF OPPOSITE SIDE OF ROAD)NON DRINKING WATER

    DRINKING WATER (2.1M ALIGNMENT)

    GAS (1.5M ALIGNMENT)

    PRIMARY COMMS (0.75M ALIGNMENT)

    SECONDARY COMMS (0.9M ALIGNMENT)

    POWER (0.3M ALIGNMENT)

    ND

    W

    DW

    GA

    S

    LOT

    BO

    UN

    DA

    RY

    LOT 8

    LOT 9

    DRINKING WATER

    NON DRINKING WATER

    REQUIRED ZONE DIMENSIONS 1200 X 1200 (DRINKING WATER CORNER)1200 X 1200 (SEWER CORNER)

    1200

    700

    600

    500-800

    DETAIL 7B

    DOMEPOWER

    STREET BOUNDARY STREET BOUNDARY

    M M M M

    STREET BOUNDARY

    DESIGNED:

    DATE:DRAWN:

    CHECKED:

    EXAMINED:

    APPROVED:

    SCALE:

    DRG. No.JAMES R. 09-08-2012

    0250500 1000mm500

    RECOMMENDED:

    SHEET 9 OF 10

    CODE OF PRACTICEUTILITY PROVIDERS FOR WESTERN AUSTRALIA

    GEOFF W.

    ROBERT ROGERSON

    0 ORIGINAL ISSUE 05-09-12 JRR GW

    1400

    1200

    1000

    400

    200

    1400

    1200

    1000

    400

    300

    200

    300

    300

    1200

    1000

    EXAMPLE DRAWINGSNON DRINKING WATER RETICULATION

    POWER AND SEWER SEPARATEDDEEP SEWER DUAL ENTRY WITH

    TYPICAL LOT ENTRY ARRANGEMENT -

  • DRN.DATE CHKD

    1 2 3 4

    C

    B

    A

    4

    A

    B

    C

    REV. DESCRIPTION

    NOTES

    DESIGNED:

    DATE:DRAWN:

    CHECKED:

    EXAMINED:

    APPROVED:

    SCALE:

    DRG. No.JAMES R. 09-08-2012

    RECOMMENDED:

    SHEET 10 OF 10

    CODE OF PRACTICEUTILITY PROVIDERS FOR WESTERN AUSTRALIA

    GEOFF W.

    0 ORIGINAL ISSUE 05-09-12 JRR GW

    350

    300800

    350

    DRINKING WATER

    NON DRINKING WATERTYP

    TY

    P

    FR

    ONT OFFSET

    1100

    MA

    XIM

    UM

    700

    MINIM

    UM

    LOT B

    OU

    ND

    AR

    Y

    FRONT WALL

    LEVELHIGHER GROUND

    (MMR 19900)(MALE - FEMAIL)TAPPING BALL VALVEDN20 IN LINE MAINS SLEEVE

    LOCATE END OFMARKER TAPE TO

    FRONT OFFSET

    1100 MAXIMUM700 MINIMUM

    CO

    VER

    300

    MIN.

    100

    MIN.

    500

    CO

    VER

    TY

    PIC

    AL 600

    DN25 PE

    50m

    m

    CLE

    AR

    AN

    CE

    TY

    PIC

    AL

    450-50

    0

    150

    MA

    X.

    UPSTAND LOCATION AT MAXIMUM DEPTH OF 500mmDN63 PROTECTOR PIPE TO TERMINATE AT COPPER

    IN LINE MAINS TAPPING BALL VALVE DURING CONSTRUCTION.OPTIONAL REQUIREMENT TO INCLUDE PLACEMENT OF DN20NOTE:

    1100

    MA

    XIM

    UM

    700

    MINIM

    UM

    FR

    ONT OFFSET

    NON DRINKING WATER

    300500LEVELHIGHER GROUND

    350

    TYP

    TY

    P

    350

    LOT B

    OU

    ND

    AR

    Y

    FRONT OF WALL

    DRINKING WATER

    1100

    MA

    XIM

    UM

    700

    MINIM

    UM

    FR

    ONT OFFSET

    300

    TY

    P

    350

    TY

    P

    FRONT OF WALL

    3001500800300

    350

    TYPNON DRINKING WATER

    DRINKING WATER

    NON DRINKING WATER

    DRINKING WATER

    LEVELHIGHER GROUND

    LOT B

    OU

    ND

    AR

    Y

    700

    R

    500R

    POWER DOME

    TYPICALLY DN25 PE

    2. PE LINK TO REMAIN WITHIN ALLOCATED WATER CORRIDOR.1. CLEARANCE BETWEEN MAIN AND PE LINK TYPICALLY 300mm.NOTES:

    NTSROBERT ROGERSON

    LEVELLOWER GROUND

    LEVELLOWER GROUND

    EXAMPLE DRAWINGSNON DRINKING WATER RETICULATION

    1.1m IN HEIGHT - SINGLE DN20 SERVICEFRONT RETAINING WALLS LESS THANTYPICAL LOT ENTRY ARRANGEMENT -