Upload
ajalil2000
View
213
Download
0
Embed Size (px)
Citation preview
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 -