PRESSURE SEWERAGE DRAWINGS DRAWING INDEX - SHEET 1 OF 1

DRAWING No. DRAWING TITLE REV. No

SEQ-PSS-INDEX

PRESSURE SEWERAGE DRAWING INDEX SHEET 1 OF 1 B

SEQ-PSS-1000-1

EMBEDMENT AND TRENCHFILL TYPICAL ARRANGEMENT A

SEQ-PSS-1001-1

SPECIAL EMBEDMENTS CONCRETE AND CEMENT STABILISED SYSTEMS A

SEQ-PSS-1002-1

BURIED CROSSINGS MAJOR ROADWAYS A

SEQ-PSS-1003-1

BURIED CROSSINGS UNDER OBSTRUCTIONS A

SEQ-PSS-1004-1

BURIED CROSSINGS RAILWAYS A

SEQ-PSS-1005-1

TYPICAL VALVE INSTALLATION SHROUD PIPE AND FITTINGS ASSEMBLY A

SEQ-PSS-1007-1

TYPICAL APPURTENANCES FLUSHING POINT DETAILS A

SEQ-PSS-1100-1

DESIGN LAYOUT TYPICAL LOCALITY AND SITE PLAN A

SEQ-PSS-1100-2

TYPICAL PROPERTY SEWER SERVICE PLAN B

SEQ-PSS-1101-1

TYPICAL PROPERTY CONNECTION B

SEQ-PSS-1102-1

BOUNDARY KIT B

PRESSURE SEWERAGE DRAWINGS

DRAWING INDEX - SHEET 1 OF 1

ORG DATE:

CoGC

REV. No. DESCRIPTIONDATE AUTH.

DRAWING No. VERSION

WORK PRACTICES MUST COMPLY WITH ALL APPLICABLE

OCCUPATIONAL HEALTH & SAFETY LEGISLATION

QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-PSS-INDEX B

1/1/2013

B 01/04/20 UPDATED THE REVISION NUMBERS

NOT TO SCALE

PRESSURE SEWERAGE STANDARD DRAWING

PRESSURE SEWERAGE

DRAWING INDEX

SHEET 1 OF 1

"Lc"

150 M

IN

SPRING LINE

TO MATCH

EXISTING ROAD

BASE

ROAD SURFACE

ROAD SURFACE

LAYER

VERGE &

TRACK

TO MATCH

EXISTING

TO COMPLY

WITH WSA 07

MATERIAL

ZONE

SURFACE

COURSE

ROAD BASE

OVERLAY

SIDE

SUPPORT

BEDDING

EMBEDMENT MATERIAL OR

COMPACTION SAND IN

ACCORDANCE WITH WSA

PS-350 & PS-351

EM

BED

MEN

T

FINISHED SURFACE LEVEL

IN ACCORDANCE

WITH

WSA PS-350

& PS-351

MATERIAL

ORIGINAL MATERIAL OR

IMPORTED MATERIAL OF

EQUAL QUALITY

OVER EXCAVATION

OVERLAY

EM

BED

MEN

T

BEDDING

SIDE

SUPPORT

TOP SOIL OR

FOOTWAY

SURFACE

ZONE

FSL

"Lc"

70

110,

150

140

315140,

MIN

IM

UM

PIPE CO

VER

SEE TABLE

TRENCH WIDTH TO BE SUFFICIENT TO SAFELY

LAY PIPE AND COMPACT SIDE SUPPORT ZONE.

NOTES:

VEHICULAR LOADING NON-VEHICULAR LOADING

HAUNCH

SUPPORT

SPRING LINE TRENCH CLEARANCE

(INCLUDES LOCATIONS WHERE OCCASIONAL

VEHICLE LOADINGS OCCUR eg. FOOTWAYS)

FOR JOINT PROJECTIONS

POCKETS PROVIDED IN BEDDING,

AT JOINTS PRIOR TO LAYING PIPES.

VOID FILLED DURING PLACEMENT OF

EMBEDMENT

TRENCH FILL

75

60

75,110

200

100

315

TO

COMPLY

WITH

WSA 07

TO

COMPLY WITH

WSA 07

MARKING TAPE

REFER NOTE 5

25 - 50

MARKING TAPE

REFER NOTE 5

LOCATION

MAJOR ROADWAYS

1000

NON ROADWAYS

SEALED ROADS1000

EMBANKMENTS

FREEWAYS

1200

<DN180 >DN250

1200

750

600

1000600

OVER EXCAVATION

1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED.

2. BEDDING DESIGNER TO SPECIFY SPECIAL BEDDING TO SUIT CONDITIONS IF

TRENCH FLOOR HAS:

- IRREGULAR OUTCROPS OF ROCK.

- ALLOWABLE BEARING PRESSURE OF <50kPA, (REFER SEQ-SEW-1200-1) OR

- BEEN DISTURBED BY UNCONTROLLED GROUND WATER.

3. KEEP SIDES OF EXCAVATION VERTICAL TO AT LEAST 150 ABOVE PIPE.

4. ALTERNATIVE TRENCHING TECHNIQUES E.G. NARROW TRENCHING USING

"DITCHWITCH" TYPE EXCAVATORS SHALL BE SUBMITTED TO SERVICE PROVIDER

FOR CONSIDERATION AND ACCEPTANCE. PROPOSALS SHOULD ADDRESS THE

METHOD OF COMPACTION OF THE EMBANKMENT SUPPORT ZONE.

5. METAL TRACER TAPES FOR LOCATION AND IDENTIFICATION OF BURIED

PVC/PE/GRP PRESSURE MAINS AND IDENTIFICATION TAPES FOR IDENTIFICATION

OF BURIED DICL PIPELINES SHALL BE CREAM COLOURED POLYETHYLENE TAPE

WITH THE INSCRIPTION:

"CAUTION - SEWER MAIN BURIED BELOW".

METAL TRACER TAPE SHALL BE LAID ALONG THE MAIN ON TOP OF THE PIPE

EMBEDMENT MATERIAL, AND SHALL BE ATTACHED TO METAL SURFACE FITTINGS

TO PROVIDE CONNECTION POINTS FOR LOCATING DEVICES.

DESIGN

TRENCH LEVEL

MINIMUM

CLEARANCE "Lc" TO

AS/NZS 2566.1

NOMINAL SIZE

(DN)

MINIMUM PIPE COVER

PIPE JOINT BEDDING POCKETS

TRENCH FILL

ORG DATE:

GCCC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-PSS-1000-1 A

1/1/2013

NOT TO SCALE


EMBEDMENT AND TRENCHFILL

TYPICAL ARRANGEMENT

TYPICAL SECTION

CONCRETE ENCASEMENT SYSTEM

CEMENT STABILISED EMBEDMENT

REINFORCEMENT (IF

REQUIRED)

SEE NOTE 4

EMBEDMENT TYPES TO BE SPECIFIED IN

DESIGN DRAWINGS SEE DRG SEQ-WAT

1201-1 AND SEQ-WAT-1202-1

CONCRETE SEE

NOTE 3

NO JOINTS INCLUDED

WITHIN ENCASED LENGTH

REINFORCEMENT (IF

REQUIRED) SEE NOTE 4

PIPE

EM

BED

MEN

T

TREN

CH

FILL

TREN

CH

FILL

PIPE

EM

BED

MEN

T

TAPERED

COMPRESSIBLE

MEMBRANE

5 THICK x 30

WIDE

PRESSURE SEWER

TYPICAL SECTION

CONCRETE ENCASED

TAPERED

COMPRESSIBLE

MEMBRANE

5 THICK x 30 WIDE

TAPERED COMPRESSIBLE

MEMBRANE

5 THICK x 30 WIDE

MARKING TAPE

SEE NOTE 9

CONCRETE ENCASEMENT

200 MIN

150 MIN

NOTES:


2. DESIGNER TO SPECIFY EMBEDMENT TYPE.

3. UNREINFORCED CONCRETE TO BE CLASS N20 AND REINFORCED CONCRETE

TO BE N25. FOR AGGRESSIVE CONDITIONS, USE SPECIAL CLASS CONCRETE.

4. CENTRALLY PLACE STEEL REINFORCEMENT OF 0.4% OF CONCRETE CROSS SECTION

AND WITH MINIMUM COVER OF 65 TO EXTERNAL FACE. SPECIFY REINFORCEMENT

FOR APPLICABLE LOADING IN DESIGN DRAWINGS.

5. CEMENT STABILISED GRANULAR FILL TO HAVE MINIMUM 6% CEMENT (BY

VOLUME), PLACE DRY.

6. PLACE CONTROLLED LOW STRENGTH MATERIALS (CLSM) DRY.

7. RESTRAIN PIPES DURING ENCASEMENT TO PREVENT MOVEMENT AND/OR

FLOATATION.

8. LAY DETECTABLE MARKING TAPE TO SPECIFICATION.

9. METAL TRACER TAPES FOR LOCATION AND IDENTIFICATION OF BURIED

PVC/PE/GRP PRESSURE MAINS AND IDENTIFICATION TAPES FOR IDENTIFICATION

OF BURIED DICL PIPELINES SHALL BE CREAM COLOURED POLYETHYLENE TAPE

WITH THE INSCRIPTION:

"CAUTION - SEWER MAIN BURIED BELOW".

METAL TRACER TAPE SHALL BE LAID ALONG THE MAIN ON TOP OF THE PIPE

EMBEDMENT MATERIAL, AND SHALL BE ATTACHED TO METAL SURFACE FITTINGS

TO PROVIDE CONNECTION POINTS FOR LOCATING DEVICES.

CEMENT STABILISED

GRANULAR FILL SEE

NOTE 5

MARKING TAPE

SEE NOTE 9

150 MIN

150 MIN150 MIN

150 MIN

200 MIN

LAP

SAND, COMPACTION (FOR PIPE EMBEDMENT)WSA PS-350

PROCESSED AGGREGATES FOR PIPE EMBEDMENTWSA PS-351

CONTROLLED LOW STRENGTH MATERIALS (CLSM)

FOR PIPE EMBEDMENT

WSA PS-352

ROCK, FINE CRUSHED FOR ROADBASEWSA PS-353

ROCK, COURSE CRUSHED FOR ROADBASEWSA PS-354

WSA PS-357

WSA PS-358

TRENCHFILL MATERIALSWSA PS-363

GRADED RECYCLED MATERIALS FOR PIPE EMBEDMENTWSA PS-364

RECYCLED MATERIALS FOR TRENCH FILLWSA PS-365

MARKING TAPE, DETECTABLEWSA PS-318

DESCRIPTION

PURCHASE

ITEM LIST

SPECIFICATION

CONCRETE, PRE MIXED, NORMAL CLASS

CONCRETE, PRE MIXED, SPECIAL CLASS

ORG DATE:

GCCC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-PSS-1001-1 A

1/1/2013

NOT TO SCALE


SPECIAL EMBEDMENTS

CONCRETE AND CEMENT STABILISED

SYSTEMS

ENCASING PIPE SEE NOTES 3, 4 & 5

MINIMUM GRADE 0.1%

CARRIAGEWAY

DRAIN

CARRIAGEWAY

PRESSURE SEWER SEE NOTE 3

A

_A

MINIMUM SPACE BETWEEN

ENCASING PIPE AND

PRESSURE SEWER TO BE

50 ALL AROUND

FSL

750

MIN

IM

UM

SEE END TREATMENT

DETAIL

ENCASING PIPE

SEE NOTE 3

SEWER

SEE NOTE 3

PIPE SUPPORT &

GROUTING

GROUT

SEE NOTE 6

SEE DETAIL

END TREATMENT DETAIL

TAPERED COMPRESSIBLE

MEMBRANE

5 MIN THICK x 30 WIDE

GROUT

STAN

DARD

TREN

CH

D

EPTH

' W '

' X2 '

1500

MIN

' X1 '

1500

MIN


2. ADOPT METHODS OF INSTALLATION, AS SHOWN, FOR ALL STATE ROADS, MAIN

THOROUGHFARES AND OTHER ROADS WHERE REQUIRED BY THE WATER AGENCY.

PROVIDE MINIMUM COVER OF 750 UNDER FINISHED ROAD LEVEL.

3. BORED ENCASING PIPE METHOD.

HORIZONTAL BORING ENCASING PIPE.

- REINFORCED CONCRETE CLASS 4 BUTT JOINTED WITH STEEL LOCATING BANDS,

STEEL OR GRP.

PRESSURE SEWER.

- POLYETHYLENE PE 100 MIN PN16 WITHOUT JOINT TO WSA PS-207.

4. CONCRETE ENCASED METHOD.

- PIPE MATERIAL TO BE PE 100 TO WSA PS-207S

- NO JOINTS PERMITTED WITHOUT SEQ-SP APPROVAL

- NO SERVICE CONNECTIONS TO BE MADE TO ENCASED SECTION OF PIPELINE.

5. STEEL ENCASING PIPE JOINTS TO BE EITHER PLAIN ENDS WITH WELDED COLLAR,

BUTT WELDED OR SLIP-IN TYPE WELDED JOINTS.

6. FILL ANNULAR SPACE BETWEEN BORED ENCASING PIPE AND PRESSURE SEWER

WITH GROUT UNLESS OTHERWISE SPECIFIED BY SEQ-SP.

7. INSTALL AIR RELIEF AND ISOLATION VALVES WHERE SHOWN IN DESIGN DRAWINGS.

8. DIMENSIONS 'W', 'X1', AND 'X2' SHALL BE SHOWN ON DESIGN DRAWINGS.

'W' SHALL BE ULTIMATE ROAD WIDTH.

NOTES:

BORED OR JACKED ENCASING PIPE METHOD

BORED ENCASING PIPE & SEWER

TYPICAL SECTION

ORG DATE:

GCCC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-PSS-1002-1 A

1/1/2013

NOT TO SCALE


BURIED CROSSINGS

MAJOR ROADWAYS

600 M

IN

W MIN

EXISTING SERVICESFLANGED CONNECTION

SLOPE TO SUITDIRECTIONAL BORINGREQUIREMENTS

PUMP OUT BRANCHSEE NOTE 3

X1 MIN

FSL

TYPICAL CREEK, STORMWATER/CULVERT AND BURIED SERVICES CROSSINGUSING TRENCHLESS TECHNOLOGY

PE PIPE INSTALLED BYDIRECTIONAL BORING ORLAID IN ENCASING PIPE

END TREATMENT DETAIL

L1 150 MIN

PE ENCASING PIPEREQUIRED FOR CREEKCROSSINGS

FLEXIBLE SEALINGCOMPOUND

FIRMSTRATASEE NOTE 4

300 MIN300 MIN

X2 MIN

STAN

DARD

TREN

CH

D

EPT

H

100 APPROX NOTES:

1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED.2. DIMENSIONS L1, W, X1, X2, TO BE AS SHOWN IN DESIGN DRAWINGS.3. WHERE REQUIRED, PROVIDE SCOUR OR PUMP-OUT BRANCH AS DETAILED IN DESIGN DRAWINGS.4. FOR SIGNIFICANT WATERWAYS AND THOSE SUBJECT TO DREDGING OR NAVIGATION, INCREASE COVER BASED ON CONSULTATION WITH WATERWAYS AUTHORITY.5. NO JOINTS PERMITTED IN PIPE SECTION UNDER THE OBSTRUCTION WITHOUT SEQ-SP APPROVAL.6. INSTALL AIR RELIEF AND ISOLATION VALVES IN ACCORDANCE WITH DESIGN DRAWINGS.

PIPE SUPPORTAND GROUTING

GROUT

ORG DATE:

GCCCREV. No. DESCRIPTIONDATE AUTH.

DRAWING No. VERSION

WORK PRACTICES MUST COMPLY WITH ALL APPLICABLEOCCUPATIONAL HEALTH & SAFETY LEGISLATION

QUU UWRCCLCC

SEQ WATERSERVICE PROVIDERS SEQ-PSS-1003-1 A

1/1/2013NOT TO SCALE


BURIED CROSSINGSUNDER OBSTRUCTIONS

375300 375 525450

140 200 250 315

600 MIN

1500

1600 MIN

MINIMUM ENCASEMENT LENGTH

1200 MINSEE NOTE 9

CONCRETE FOOTING

50 MIN

750 M

IN

TYPICAL SECTION ABORED ENCASING PIPE & PRESSURE SEWER

PREFERRED INSTALLATION METHOD

BOREDENCASING PIPE(DN) MIN

JACKEDENCASING PIPESEE NOTE 11(DN)

DRAIN

≤110

CL

CL

CL

CL

A-

MIN1500MIN

NOTES:1. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED.2. BORED OR JACKED ENCASING PIPE METHOD. HORIZONTAL BORING. ENCASING PIPE

- REINFORCED CONCRETE CLASS 4 BUTT JOINTED WITH STEEL LOCATING BAND, STEEL, GRP, AS APPROVED BY RAILWAY OWNER. PRESSURE SEWER

- PE100 MIN PN16 WITHOUT JOINTS TO WSA PS-207 JACKING. ENCASING PIPE

- REINFORCED CONCRETE CLASS 4 BUTT JOINTED WITH STEEL LOCATING BAND, STEEL OR GRP, AS APPROVED BY RAILWAY OWNER.

PRESSURE SEWER - PE100 MIN PN16 WITHOUT JOINTS TO WSA PS-2073. LOCATE ISOLATION VALVES AT LEAST 6m FROM TOE OF EMBANKMENT OR TOP OF CUT AND AT LEAST 1m OUTSIDE RAILWAY PROPERTY.4. PLACE MARKERS ABOVE BURIED PIPELINE AT THE POINTS WHERE IT ENTERS AND LEAVES RAILWAY PROPERTY.5. PROVIDE ADDITIONAL STRAY CURRENT PROTECTION AS DIRECTED BY RAILWAY OWNER. ELECTRICAL CONTINUITY AND INSULATION TO BE AS SPECIFIED IN DESIGN DRAWINGS.6. DESIGN TO BE IN ACCORDANCE WITH AS 4799.7. MINIMUM COVER FOR ALL PIPELINES BELOW RAILWAY LINES

- NOT LESS THAN 1600 BELOW RAIL LEVEL - NOT LESS THAN 600 BELOW FORMATION LEVEL, ie THE GROUND LEVEL IMMEDIATELY BELOW THE RAILWAY

BALLAST. - NOT LESS THAN 2000 BELOW RAIL LEVEL TO TOP OF TIMBER FOR TUNNELS.8. FILL ANNULAR SPACE BETWEEN BORED ENCASING PIPE AND PRESSURE SEWER WITH GROUT.9. JACKED ENCASING PIPE SIZED TO PERMIT PERSON ENTRY TO CONFINED SPACE FOR INSTALLATION AND MAINTENANCE.10. ALL DETAILS SUBJECT TO ACCEPTANCE BY RAILWAY OWNER.11. JACKING ENCASING PIPE FOR PERSON ENTRY IS NOT APPROVED BY UNITYWATER.

SPACERS TO KEEPPRESSURE SEWERIN POSITION ENCASING PIPE SEE

NOTE 2 AND TABLE

PRESSURE SEWER SEENOTE 2 AND TABLE

GRADE 316 STAINLESSSTEEL STRAP

GRADE 316 STAINLESSSTEEL M20 HEX BOLTS,460 LONG ANDSQUARE WASHERS

GROUTSEE NOTE 8

PRESSURE SEWER

TAPERED FLEXIBLEMEMBRANE5 THICK x 30 WIDE

ENCASING PIPE

GROUT



PRESSURE SEWERSUPPORT & GROUTINGSEE NOTE 8

ISOLATIONVALVE SEENOTE 3

ISOLATION VALVESEE NOTE 3

MARKER ONBOUNDARYFENCE SEENOTE 4

MARKER ONBOUNDARYFENCE SEE NOTE 4

MINIMUM GRADE 0.1%

ENCASING PIPE

STAN

DARD

TREN

CH

D

EPT

H

STAN

DARD

TREN

CH

D

EPT

H

TOE OFEMBANKMENT

600 MIN

TYPICAL SECTIONJACKED ENCASING PIPE & PRESSURE SEWER

SEE NOTE 11

PRESSURESEWER (DN)

BORED OR JACKED ENCASING PIPE METHOD

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




BURIED CROSSINGSRAILWAYS

VALVE CHAMBER

SEE NOTE 4

EMBEDMENT ZONE

TYPICAL SECTION152sq

101sq

98sq

86sq

79sq

6R

16

54 54Ø216

19

Ø324

70

152

PLAN

SECTIONAL ELEVATIONSEWERAGE VALVE BOX

33R 33R 70

29

221

63

229

6R

15

15°

152

1416

24

22

A

33R

33R

A-

A

PE PIPE

PLAN

16

446

0

3

48

SECTIONAL ELEVATION

98sq

8MIN

15°52

15°

12

15°

15°

69sq83sq

95sq

46sq

MIN 3R

8 1214

10

12

MIN

R3R6

22

12

98sq

64

18

20

SEWERAGE VALVE BOX COVER

MIN 3R

MIN 3R

-B

BB

NOTES:1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SEQ CODE, SPECIFICATIONS AND STANDARDS.2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS.3. PIPEWORK DIAMETERS SHALL BE SHOWN ON PROJECT DRAWINGS.4. CLEAN CHAMBER REQUIRED TO 75mm MINIMUM BELOW "O" RING ON VALVE.5. BRICK COURSES SHALL INTERLOCK (STRETCHER BOND) TO

ENSURE MAXIMUM SUPPORT FOR VALVE BOX.6. ALL DIMENSIONS IN MILLIMETRES UNLESS OTHERWISE NOTED.7. SOCKETED VALVES WITH INTEGRAL END THRUST RESTRAINT MAY BE USED WITH APPROVAL OF SEQ SP.8. INSTALL PLASTIC IDENTIFICATION COVERS. PAINT TOPS OF IDENTIFICATION COVERS AND SURFACE BOX COVERS WITH ORANGE ROAD MARKING PAINT.9. TO PREVENT TRANSFER OF TRAFFIC LOAD TO THE MAIN, ENSURE PVC SHROUD PIPE AND SHROUD SUPPORT DO NOT COME IN CONTACT WITH VALVE OR HYDRANT FLANGES.10. INSTALL EXTENSION SPINDLE TO MEET SPINDLE CAP DEPTH MINIMUM AND MAXIMUM DIMENSIONS AS SHOWN.11. DEPTH OF MAIN MAY BE LOCALLY INCREASED TO ACHIEVE REQUIRED MINIMUM VALVE SPINDLE COVER.

CAST IRON VALVE BOXAND COVER

CAST IRON VALVEBOX FULLYSUPPORTED BYBRICKWORK

1 COURSE OFPROPERLY LAIDBRICKS

COMPACTED BACKFILLTO RELEVANTAUTHORITIESREQUIREMENTS

PRECAST CONCRETE ORRECYCLED PLASTIC COLLARSEE SEQ-WAT-1306-1

75 MIN /150 MAX

20 MINIMUM CLEARANCEVERTICALLY BETWEENTOP OF uPVC SLEEVEAND CASTING

ADDITIONAL COURSESOF BRICKWORK MAY BEUSED TO EXTEND ONECOURSE BELOW VALVEFLANGE AS ALTERNATIVETO Ø150 SLEEVE. (REFERNOTE 5)

Ø150 uPVC SLEEVE CUTTO SUIT

Ø200

120sq

5°

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




TYPICAL VALVE INSTALLATIONSHROUD PIPE AND FITTINGS ASSEMBLY

FLUSHING POINT DETAIL

1

3

4

2

150

PE MAIN

DESCRIPTION

50mm CAMLOCK WITH DUST CAP2" LOCKABLE SS316 FULL BORE BALL VALVEDN63/2"TRANSITION COUPLER

ITEM

1

23

45

6

FITTINGS LIST

COVER AND FRAME SEE NOTE 5

5

6

DN63 PE100 PN16 PIPE

DN63 COUPLER90° TEE OR REDUCING TEE

(INLINE ARRANGEMENT SHOWN)

1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT SEQ CODE, SPECIFICATIONS AND STANDARDS.2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS.3. ALL DIMENSIONS ARE IN MILLIMETRES.4. FLUSHING POINT CHAMBER SHALL CONFORM TO "G" TYPE MAINTENANCE HOLE SPECIFICATIONS AS PER DRAWINGS SEQ-SEW-1301-1 TO 3.5. MAINTENANCE HOLES SHALL BE FITTED WITH FRAME AND COVER TO SUIT APPLICATION. REFER DRAWINGS SEQ-SEW-1308-2 TO 11.6. ALL FLUSHING POINTS ARE TO BE LOCATED IN NON-TRAFFICABLE AREAS.7. OFFSET ARRANGEMENT TO BE USED WHERE PRESSURE SEWER MAINS ARE LOCATED IN TRAFFICABLE AREAS.8. THE SIZE OF FLUSHING POINT VARIES TO SUIT THE PRESSURE AND VOLUME OF WATER REQUIRED TO BE INJECTED AT THE FLUSHING POINT TO GENERATE THE REQUIRED SCOURING FLOW VELOCITY IN THE MAIN.9. FOR END OF LINE FLUSHING POINTS, SUBJECT TO SEQ-SPs APPROVAL, FACTORY MADE ASSEMBLIES MAY BE USED.

NOTES:

PE REDUCING TEESUPPORTED ON 150mmSQUARE CONCRETEPLINTH OR SIMILAR

FLUSHING POINTCHAMBER REFERNOTE 4

300 x 300 x 150 SUMP

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




TYPICAL APPURTENANCESFLUSHING POINT DETAILS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

1. FOR SEWERAGE LEGEND REFER TO DRAWING SEQ-GEN-1100-12. PRESSURE SEWER LAID AT STANDARD DEPTH EXCEPT WHERE

SHOWN OTHERWISE.3. THIS PLAN SHOWS TYPICAL DESIGN LAYOUT DETAILS THAT

SHOULD BE INCLUDED IN "WORK AS CONSTRUCTED" DRAWINGS.REFER TO THE SERVICE PROVIDER FOR WORK AS CONSTRUCTEDREQUIREMENTS.

STREET No. 42

STREET N0. 40

NOTES:

ROAD NAME

F

LPS

LPS

5m A

LIGNM

ENT

5m ALIGNMENT

5m A

LIGNM

ENT

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC

SEQ WATERSERVICE PROVIDERS

PLANSCALE 1:500 (A1)

SEQ-PSS-1100-1 A1/1/2013NOT TO SCALE


DESIGN LAYOUTTYPICAL LOCALITY AND SITE PLAN

LPS LPS LPS LPS LPS LPS

E

E

E

E

E

E

E

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

LPS

RAINWATER TANK

1.5m

5.0m

1.0m

LPS

PROPOSED BELOW

GROUND POWER

SUPPLY TO PUMP

ORG DATE:

GCCC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

PLAN

SCALE 1:500 (A1)

LOT:

DP:

PROPERTY No:

HOUSE CONNECTION CARRIED OUT BY:

PLUMBER:

LICENSE No:

DATE:

SYSTEM DESIGNED BY:

TITLE:

OWNER/S:

PROPERTY ADDRESS:

NOTE: RAIN, SURFACE WATER OR TANK OVERFLOW

MUST NOT BE CONNECTED TO SP'S SEWER

YARD GULLY

MANHOLE

BOUNDARY SHAFT

INSPECTION OPENING

R REFLUX VALVE

C CLEANERS SINK

K KITCHEN SINK

V EDUCT VENT

U URINAL

S SHOWER

B BATH TASTE

G GREASE TRAP

H HAND BASIN

FW FLOOR WASTE

T TUB WASTE

WC WATER CLOSET

BOUNDARY KIT

PUMP UNIT

SEPTIC TANK

MAIN SWITCH BOARD

PUMP CONTROL PANEL

DRAINAGE VENT

MSB

PCP

DV

ST

MSB

PCP

ST

EXAMPLE STREET

KEY PLAN

SEQ-PSS-1100-2 B

1/1/2013

B 01/04/20 CHANGED COUNCIL TO SP

NOT TO SCALE


TYPICAL PROPERTY SEWER SERVICE PLAN

PROPERTY BOUNDARY

ELECTRICITY

CABLE

VENT

CONTROL

PANEL

INDICATIVE ONLY

HOUSE GRAVITY DRAINAGE SYSTEM

IN ACCORDANCE WITH AS 3500.2

MINIMUM 1000mm

CLEAR SPACE

AROUND

PUMP UNIT

50mm

600mm MIN. COVER

AS PER AS3500.2

150mm

OVERFLOW

RELIEF GULLY

CONNECT TO HOUSE

ELECTRICAL

IN ACCORDANCE WITH AS3000.

HOUSE DRAINS

GRINDER PUMP

POWER SUPPLY BOARD

POWER CABLE

DN40 PE PIPE TYPICAL

TWL

BOUNDARY KIT SEE

SEQ-PSS-1102-1

MINIMUM 1200mm

ABOVE GL

PROPERTY

DISCHARGE LINE

MIN

IM

UM

3000m

m

CLEARAN

CE

OWNED AND

MAINTAINED

BY SEQ SP

OWNED AND

MAINTAINED BY

PROPERTY OWNER

LATERALS DN40 PE

TYPICAL

VALVE BOX AND COVER

C/W PVC SHROUD

REFER SEQ-PSS-1005-1

DETECTABLE

WARNING TAPE

LO

W PRESSU

RE

SEW

ER M

AIN

PROPERTY ISOLATION VALVE 32mm S/S316

BALL VALVE WITH SQUARE TOP TO ENABLE

VALVE OPERATION FROM SURFACE LEVEL.

CONNECTIONS TO SUIT PE

CONCRETE BALLAST

ORG DATE:

CoGC


DRAWING No.VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-PSS-1101-1 B

1/1/2013

B 01/04/20 PROPERTY ISOLATION VALVE CHANGE TO S/STEEL BALL VALVE

NOT TO SCALE


TYPICAL PROPERTY CONNECTION

TRACER WIRE

MIN 50mm COMPACTED SAND

316 STANLESS STEEL TEE

WITH P.E. PLUG

PRESSURE SEWER

DO NOT BURY

CONTROL VALVE

FLOW

FIX TRACER WIRE TO SIDE

OF ACCESS BOX WITH

STAINLESS STEEL BOLT

TRANSITION ADAPTOR PE / STAINLESS

STEEL WITH LOOSE NUT

FULL BORE STAINLESS

STEEL CHECK VALVE

USE 45° BENDS TO OFFSET

DOWN TO STREET MAIN DEPTH

PE ELECTROFUSION COUPLER

LIFTING GAP

SIDE VIEW

PLAN

END VIEW

BOUNDARY KIT

320

LID TIE WIRE

316 STAINLESS STEEL ISOLATION

BALL VALVE WITH HANDLE TYPE TO SUIT

TRANSITION ADAPTOR PE /

STAINLESS STEEL MALE THREAD

316 STAINLESS STEEL

MALE THREAD NIPPLE

PE ELECTROFUSION COUPLER

FSL

CONNECTS TO STREET MAIN

AND PROPERTY ISOLATION VALVE

2 x 45° BENDS

BOUNDARY PIT WITH

LIGHTWEIGHT COVER

MARKED AS SHOWN

50mm MASONRY BLOCK

UNDERLAY SUPPORT

PROVIDE MINIMUM 25mm

CLEARANCE TO PROTECT PIPE

FROM VEHICLE LOAD AND PIT

MOVEMENT

50mm MASONRY BLOCK

UNDERLAY SUPPORT

BOUNDARY PIT WITH

LIGHTWEIGHT COVER

ORG DATE:

CoGC


DRAWING No. VERSION



QUU UWRCCLCC

SEQ WATER

SERVICE PROVIDERS

SEQ-PSS-1102-1 B

1/1/2013

B 01/04/20 AMENDED TEXT FOR ISOLATION BALL VALVE

NOT TO SCALE


BOUNDARY KIT

Documents

PRESSURE SEWERAGE DRAWINGS DRAWING INDEX - SHEET 1 OF 1