VACUUM SEWERAGE DRAWINGS DRAWING INDEX - SHEET 1 OF 1

DRAWING No. DRAWING TITLE REV No.SEQ-VAC-INDEX VACUUM SEWERAGE DRAWING INDEX SHEET 1 OF 1 0SEQ-VAC-1100-1 VACUUM SEWER PROFILE TYPICAL EXAMPLE WITH DESIGN DETAILS 0SEQ-VAC-1101-1 VACUUM SEWER DETAILS – PVC 0SEQ-VAC-1102-1 VACUUM SEWER DETAILS - PE 0SEQ-VAC-1102-2 POLYETHYLENE PIPELINE DETAILS FOR VACUUM SEWERS 0SEQ-VAC-1103-1 VACUUM SEWER SYSTEM LAYOUT FOR INDUSTRIAL SITES 0SEQ-VAC-1103-2 VACUUM SEWER SYSTEM COMPONENT LAYOUT AND NOTES 0SEQ-VAC-1104-1 VACUUM SEWER SYSTEM LONGITUDINAL SECTIONS 0SEQ-VAC-1105-1 VACUUM SEWER TYPICAL ESTATE DETAILS & NOTES 0SEQ-VAC-1106-1 VACUUM SEWER TYPICAL P & ID DIAGRAM 0SEQ-VAC-1200-1 VACUUM COLLECTION MANHOLE & VALVE PIT TYPICAL DETAIL 0SEQ-VAC-1201-1 DN1500 COLLECTION CHAMBER WITH SINGLE VACUUM INTERFACE VALVE DN150 & DN225 SEWERS, 1.8 & 2.4m DEEP TYPICAL EXAMPLE WITH DESIGN DETAIL 0SEQ-VAC-1202-1 DN1500 COLLECTION CHAMBER WITH TWO VACUUM INTERFACE VALVES DN150 & DN225 SEWERS, 1.8 & 2.4m DEEP. TYPICAL EXAMPLE WITH DESIGN DETAIL 0SEQ-VAC-1203-1 DN1800 COLLECTION CHAMBER WITH TWO VACUUM INTERFACE VALVES DN150 & DN225 SEWERS, 1.8 & 2.4m DEEP. TYPICAL EXAMPLE WITH DESIGN DETAIL 0SEQ-VAC-1206-1 COLLECTION CHAMBER SERVICE CONNECTION, TYPICAL PROPERTY CONNECTION LAYOUT & PIPE PENETRATION THROUGH COLLECTION CHAMBER WALL DETAILS 0SEQ-VAC-1300-1 VACUUM STATION LAYOUT HORIZONTAL VACUUM VESSEL 0SEQ-VAC-1301-1 VACUUM STATION LAYOUT VERTICAL VACUUM VESSEL 0

VACUUM SEWERAGE DRAWINGSDRAWING INDEX - SHEET 1 OF 1

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-VAC-INDEX A

1/1/2013NOT TO SCALE

VACUUM SEWERAGE STANDARD DRAWING

VACUUM SEWERAGEDRAWING INDEX

SHEET 1 OF 1

HYDRAULIC

LIFT LOSSHEIGHT - DIA

2m

OTHER CONSTRAINTS

1.80 m

1.20 m

0.60 m

0.00 m

-0.60m

-1.20 m

-1.80 m

PROFILE CHANGES

DN80 SERVICE LATERAL PROFILE DESIGN

MIN. LIFT HEIGHT

25 mm

HEIGHTLIFT

PN 12 PVC PIPE

PROFILE CHANGE CONSTRUCTION

8+

00

7+

50

7+

00

6+

50

6+

00

5+

00

5+

50

4+

00

4+

50

LEVEL AND UPGRADE TRANSPORT

3+

50

3+

00

2+

50

PROFILE DESIGN FOR DN100 OR LARGER VACUUM SEWERS

PIPE SIZEDN HEIGHT

MIN LIFT

mmTO & INCLUDINGUSE MIN FALL UP

DISTANCEBETWEEN LIFTS LIFTS

DISTANCEBETWEEN

mmm %BETWEEN LIFTS

GRADE ABOVEUSE MIN

DISTANCE

CRITERIA GRADING BETWEEN LIFTS

80100150

250200 262

326

216137

128 60

75

75

7575 40

40

4040

30 0.20.20.2

0.20.2

LIFT DETAILS FOR PVC OR PE PIPE

1.5

6.0

m

DISTANCEBETWEEN

MIN

LIFTS

6.0

6.06.0

0.2% GRADE 75 mm MIN. FALL 0.2% GRADE

MINIMUM 6 m

GREATERTHAN 0.2% GRADE

0.2% GRADE 0.2% GRADE 0.2% GRADE

PREFERRED LOCATION

FLOW

6 mGASMAIN

2+

00

1+

50

0+

00

15 m MINIMUMGRADED AT0.2% COMINGINTO A LIFT

CULVERTPIPE

DOWNHILL FLOW- GRADEFOLLOWING GROUND AT ANYGRADE OF 0.2% OR GREATER

NO VALVES INTHIS LOCATION VALVE SERVICE LINE OR

BRANCH LINE (TYPICAL)

DN100 OR LARGER PVC SEWER PROFILE DESIGNREFER CLAUSE 5.3

POLYETHYLENE SEWER PROFILE DESIGNREFER CLAUSE 5.3 AND SEQ-VAC-1102-1

MAXIMUM DESIGN FLOW PER VALVE 0.25 L/sALLOW OVERFLOW STORAGE IN VACUUM COLLECTION CHAMBERSMAXIMUM SPACING BETWEEN COLLECTION CHAMBERS 150mCONSULT INTERFACE VALVE MANUFACTURER IF EXCEEDING ABOVE

DN90 VACUUM SEWER - MAXIMUM LENGTH 100 m; 1.1 L/s MAXIMUM FLOW.DN110 VACUUM SEWER - MAXIMUM LENGTH 600 m; 2.0 L/s MAXIMUM FLOW.DN125 VACUUM SEWER - MAXIMUM LENGTH 600 m; 2.9 L/s MAXIMUM FLOW.DN160 VACUUM SEWER - NO MAXIMUM LENGTH; 5.5 L/s MAXIMUM FLOW.DN200 VACUUM SEWER - NO MAXIMUM LENGTH; 9.8 L/s MAXIMUM FLOW.DN225 VACUUM SEWER - NO MAXIMUM LENGTH; 13.4 L/s MAXIMUM FLOW.USE PN 10 PE100 (SDR 17) PIPE.

DN100 VACUUM SEWER - MAXIMUM LENGTH 600 m; 2.3 L/s MAXIMUM FLOW.DN150 VACUUM SEWER - NO MAXIMUM LENGTH; 5.7 L/s MAXIMUM FLOW.DN200 VACUUM SEWER - NO MAXIMUM LENGTH; 13.2 L/s MAXIMUM FLOW.DN250 VACUUM SEWER - NO MAXIMUM LENGTH; 23.5 L/s MAXIMUM FLOW.USE SERIES 1 PN 12 PVC PIPE.

DN80 VALVE SERVICE LINE - MAXIMUM LENGTH 100 m, 1 COLLECTIONCHAMBER FLOW UNIT. USE PN 12 PVC PIPE.

USE 300mm LIFTS WHENEVER POSSIBLE. FOR DN150 ORLARGER VACUUM SEWERS, USE 450mm LIFTS IN ANY SERIESOF LIFTS, OTHERWISE 300 mm LIFTS ARE RECOMMENDED.CONSULT INTERFACE VALVE MANUFACTURER REGARDINGLIFTS ABOVE 900mm.

SUM OF STATIC LIFT LOSSES < 4 mSUM OF FRICTION LOSSES < 1.5 m

STATIC LIFT FOR CALCULATING LINE LOSSES =LIFT HEIGHT MINUS PIPE DIAMETER, FOR ALLPIPE SIZES.

45° PVC SOLVENTWELD. PN 12 FITTINGS

MAXIMUM OF (5) 450 mmLIFTS CONSECUTIVELYSPACED AT A MINIMUM OF6 m APART WITH 75 mm(MIN) OF FALL BETWEENLIFTS REFER TABLE

1+

00

0+

50

DROPPING INTO AVACUUM SEWERWYE CONNECTION

FOR PE LEVEL AND UPGRADE TRANSPORT DETAILS REFER TO SEQ-VAC-1102-1.1.

NOTES:

2. VACUUM SEWERS WILL ONLY BE USED TO SERVICE AREAS NOMINATED BY THERELEVANT SEQ-SP

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC

SEQ WATERSERVICE PROVIDERS SEQ-VAC-1100-1 A



VACUUM SEWER PROFILETYPICAL EXAMPLE WITH DESIGN DETAILS

DIVISION VALVE DETAIL - TRAFFICABLE

PLAN

TYPICAL 90 DEGREE BEND DETAIL - PLAN

FLOW

FLOW

FRO

M A

LIF

TPLAN

DESIGN I.L.

600 MIN

600 MIN

FROM A LIFT

600 MIN.

VACUUM SEWER 45° ELBOW

A

FABRICATED 'WYE' DETAIL

B

200 x 100

200 x 150

150 x 80

150 x 100

200 x 80

150 x 150

432

371

387

362

326

292

45° M-F ELBOW

100 x 80

100 x 100

DN

262

296

'A'

305

263

272

241

208

230

185

207

'B'

TRENCH FILL

VACUUM SEWER

OVERLAY

BEDDING

BEDDING

OVERLAYSEWER

TYPICAL MULTIPLE SERVICE TRENCH DETAIL

F.S.L.

6000 MIN

6000 M

IN

-1VIEW

LENGTH AS SHOWN ON

HEIG

HT

LIFT

500900 MIN. 500

GRAVITY

600 MIN

DISTANCE TO SUIT

600 MIN

600 MIN

CONNECTIONFABRICATED 'WYE'

45° JUNCTION

FLOW

FLOW

6000 MINFROM A LIFT

45° ELBOW

FLOW

45° ELBOW

45° ELBOW 45° ELBOW

45° ELBOW

FLOW


45° ELBOW45° ELBOW

45° ELBOW45° ELBOW

VACUUM SEWER

NOTES:

FOR NON-TRAFFICABLE DETAIL REFER VAC-1102

SIDE SUPPORT

SIDE SUPPORT

FABRICATED 'WYE'CONNECTION

NOMINAL SIZE

'WYE' DIMENSIONS

SEE NOTE 2

FRO

M A

LIF

T6000 M

IN OBSTRUCTION

LONGITUDINAL SECTION

FOR BRANCH TO MAIN VACUUM SEWERAND COLLECTION CHAMBER TOVACUUM SEWER CONNECTIONS

1. ALL DIMENSIONS ARE IN MILLIMETRESUNLESS SHOWN OTHERWISE.

2. TRENCHING SHALL BE AS SPECIFIED IN THESEWERAGE CODE SEQ-SEW-1400 SERIES.

3. VACUUM SEWERS WILL ONLY BE USED TOSERVICE AREAS NOMINATED BY THERELEVANT SEQ-SP.

ELEVATIONBRANCH CONNECTION - TYPE 2

NOTE: REQUIRES ADDITIONAL HEIGHT BUT LESS FITTINGS

ELEVATIONBRANCH CONNECTION - TYPE 1

TYPICAL ARRANGEMENT TO AVOID ISOLATEDOBSTRUCTIONS (HORIZONTAL DEVIATION) - ELEV.

TYPICAL VERTICAL LIFT DETAIL ELEV.

STANDARD VALVE BOX FORTRAFFICABLE CONDITIONSWITH "VACUUM SEWER"MARKED ON LID

DN150 PVC PIPESHROUD, LENGTHTO SUIT

ADAPTOR FLANGE WITHSS BACKING RINGSAND EPDM GASKET

TIMBER ORCONCRETE SUPPORT

DOUBLEFLANGED RSV

VALVE SPINDLEEXTENSION,LENGTH TO SUIT

VACUUMSEWER

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




VACUUM SEWER DETAILS – PVC

VACUUM SEWER GRADE BETWEEN LIFTSSEE SCHEDULE

FLOW

F.S.L.

FLOW

WYE JOINT DETAIL SWEEP BEND 90° DETAIL

90

DNBRANCH SIZE 'E'

90 285110 305125 320160 355200 395225 420

FABRICATED WYE

PIPE SIZEDN

FABRICATED 90° SWEEP BEND

MIN 'R' 'Z' 'L'

90 305 405 100110 380 480 100125 380 530 150

460160 150610200 535 200735225 535 200735

LIFT PROFILE

ECCENTRIC REDUCER BEND 45° DETAIL

FABRICATED 45° BEND

90

250

160200

110125

82104

157219

157171

108133

177121

82100

'Z' 'L'

177256315

615250 865 250

17

ECCENTRIC REDUCER

110-50

250-160160-110

100

15590

'L'

200355-250

9090909090

250 90 445300 90 495

315 715 965 250

DISTANCE BETWEEN LIFTS

FALL

SEE SCHEDULE SEE SCHEDULE

SEE SCHEDULESEE SCHEDULE

DN

DN

'L'

'Z'

DN

'L'

'R' 'Z'

'L'

DN600

= =

150Ø90

'E'

205

DN

NOTES

MAX. 5 LIFTS IN A SERIESMIN. OF 6.0 m BETWEEN LIFTS

15 m @ 0.2% GRADE

FOR TRAFFICABLE DETAIL REFER SEQ-VAC-1101-1

F.S.L.

DIVISION VALVE DETAIL - NON-TRAFFICABLE

SDR

PIPE SIZEDN MIN

SDR PIPE SIZEDN

PIPE SIZEDN

LIFT DETAILS FOR PE PIPE

0.20.20.20.2NA38

3838

383875

75

7575601.5

6.06.0

6.06.0160

200

12511090

CRITERIA GRADING BETWEEN LIFTS

250315 6.0

6.0 110110

5555

0.20.2

260325

207210

149154123

ADAPTOR FLANGEWITH SS BACKINGRINGS AND EPDMGASKET

DN150 PVC PIPESHROUD, LENGTHTO SUIT

TIMBER ORCONCRETE SUPPORT

DOUBLEFLANGED RSV

VALVE SPINDLE EXTENSIONLENGTH TO SUIT

STANDARD VALVE BOX FORNON-TRAFFICABLE CONDITIONS WITH

"VACUUM SEWER" MARKED ON LID

PIPE SIZEDN

MINDISTANCEBETWEEN

LIFTSm

MIN LIFTHEIGHT

mm

USE MIN FALL UPTO & INCLUDING

DISTANCEBETWEEN LIFTS

mm

DISTANCEBETWEEN

LIFTSm

USE MINGRADE ABOVE

DISTANCEBETWEEN LIFTS

%

1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWNOTHERWISE.

2. PE COMPONENTS SHALL BE JOINED USINGELECTROFUSION FITTINGS OR BUTT WELDING. INTERNALWELD BEADS > 5mm SHALL BE REMOVED.

3. WHERE LIFTS ARE LESS THAN THE HEIGHT OF STANDARDLIFTS CORRECT LIFT HEIGHT MAY BE ACHIEVED BYLAYING THE LIFT OVER AT AN ANGLE.

4. USE MINIMUM 15m AT 0.2% GRADE AFTER DOWNHILLGRADES OF > 0.2%.

5. MINIMUM LIFT HEIGHTS ARE BASED ON ELECTROFUSIONCOUPLINGS UP TO AND INCLUDING DN160. SIZES >DN160 ARE BUTT WELDED BECAUSE ELECTROFUSIONFITTINGS ARE NOT NORMALLY AVAILABLE.

6. USE PN10 PE100 (SDR 17) PIPE/FITTING7. VACUUM SEWERS WILL ONLY BE USED TO SERVICE

AREAS NOMINATED BY THE RELEVANT SEQ-SP.VACUUMSEWER

ELBOWS 45°CONNECTIONS

ELBOWS 45°CONNECTION

DOWNHILL GRADEGREATER THAN 0.2%

171717171717

1717171717171717

GENERAL NOTE:

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC

SEQ WATERSERVICE PROVIDERS

VACUUM SEWERS WILL ONLY BE USED TO SERVICE AREAS NOMINATEDBY SEQ-SP DRAWINGS. ADDITIONAL INFORMATION PROVIDED INSEQ-VACUUM ADDENDUM WSA-06-2008 SERIES COMMENTARY

SEQ-VAC-1102-1 A1/1/2013NOT TO SCALE


VACUUM SEWER DETAILS - PE

WYE 45° ELBOW

45° ELBOW

MAIN VACUUM SEWER

BRANCH VACUUM SEWER

BRANCH VACUUM SEWER

MAIN VACUUM SEWER

WYE

45° ELBOW

DETAIL

ELEVATION

600 MIN

600 MIN

TYPICAL 90° CHANGE OF DIRECTION


45° ELBOW

WYE WYE

SCREW CAP SCREW CAP SCREW CAP600

600

600

IN LINE END OF LINE CHANGE OF DIRECTION

TYPICAL DETAIL OF RODDING POINTS

750mm 1150mm

APPROVED

150MIN

150

MIN

150

MIN

150MIN

IDENTIFICATION TAPEMETAL DETECTOR SEWER

1500 M

AX

APPROVED

BEDDING

TYPICAL BRANCH TO MAIN CONNECTION

FLOWFLOW FLOW

OR SERVICE CONNECTION

750 M

IN P

RIV

. PR

OP.

1150 M

IN R

OAD

/FO

OTPA

TH

BACKFILLING

FSL

-A

-B

-B

-B

SEE NOTE 1

PRIVATEPROPERTY

ROADWAY &FOOTPATH

MINIMUM COVER OVERPIPE ALL SIZES

MINIMUM DIAMETER OF RODDING POINTSHALL BE DN/ID 80. RODDING POINTS SHALLBE CONSTRUCTED OVER LINE OF SEWER.

PE VACUUM PIPELINETRENCH DETAILS

NOTES

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC


1. TRENCHING SHALL BE AS SPECIFIED IN THE SEWERAGE CODE SEQ-SEW-1400 SERIES.2. VACUUM SEWERS WILL ONLY BE USED TO SERVICE AREAS NOMINATED BY THE RELEVANT SEQ-SP.

SEQ-VAC-1102-2 A1/1/2013NOT TO SCALE


POLYETHYLENE PIPELINE DETAILSFOR VACUUM SEWERS

I.L. 2.015 I.L. 2.007

I.L. 2.465

I.L. 2.488

I.L. 2.603I.L. 2.470

I.L. 2.470

I.L. 2.484

I.L. 2.112

C.C.

I.L. 2.651

1

2

3

4

5 6

7

8

9

10

R.P.

R.P.

RM RM RM RM RM RM RM RMS

RETICULATIONMAINTENANCE HOLE

DISCHARGEMAINTENANCE HOLE

Ø100 DICL RISING MAIN

VACUUMPUMP STATION

SITE PLAN

MINT

RDJAVA CRT

MINT ROAD

JAVA

C

OU

RT

7/4

EXISTING

11

C.C.

C.C.

C.C.

C.C.C.C.

C.C.

C.C.

C.C.

C.C.

3/24/2

22

2

2

2

3

3

3

/ /

/ /

//

1

1/ /1

1

4 1

SCALE 1:500

4/8 R

MRM

KRAIT ST

WARABA ST

MEA

THRD

MELA

NA CRT

3.5

3.5

4.0

4.0

4.5

+ 3.315

+ 3.395

+ 3.835

+ 3.820

+ 4.785

3.425 +

3.750 +

3.840 +

3.955 +

4.150 +E E E E E E E E E E E E E E E E E E E E E E E E ET T T T T T T T T T T T T T T T T T T T T T T T T

ET

WW

WW

WW

WW

WW

WW

WW

W

W

W

WW

WW W W W W W

WW

WW

W

WW

WW

WW

WW

WW

WW

WW

W

TT

TT

TT

TT

TT

T

T T T T T T

TT

TT

TT

TT

TT

TT

TT

TT

TT

TT

T

EE

EE

EE

EE

EE

E

E E E E E E

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

E

W W W W W W W W W W W W W W W W W W W W W W W

S.L. 5.790I.L. 4.640

SITE

B.M.R.L. 4.190

VENT POLE

R.P.

R.P.

R.P.

DRAWINGS AND DETAILS OF PUMP STATIONTO BE PREPARED IN ACCORDANCE WITH THESEQ-SP PUMP STATION CODE.

THE LAYOUT SHOWN ON THIS DRAWING IS NOTTHE PREFERRED OPTION FOR LOCATION OFVACUUM SEWERS. REFER TO STANDARDDRAWING NO. SEQ-VAC-1103-2

LOCALITY/PUMP STATIONCATCHMENT PLAN

SCALE 1:2500UBD MAP REFERENCE NUMBER

PUMPSTATION

CATCHMENTBOUNDARY

REFER SHEET SEQ-GEN-1100-1 FOR LEGEND REFER SHEET SEQ-VAC-1103-2 FOR NOTES

STO

RY RD

AREA = 42.5ha

DRAWING PRODUCED NOT TO SCALE.HOWEVER, SCALES SHOWN AREINDICATIVE OF THOSE REQUIRED.

VACUUM SEWERS WILL ONLY BE USED TO SERVICEAREAS NOMINATED BY THE RELEVANT SEQ-SP.

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




VACUUM SEWER SYSTEMLAYOUT FOR

INDUSTRIAL SITES

VM

VM

VM

VM

VM

VM

VM

VM

VM

VM

VM

VM

VM

VACUUM SEWER COMPONENTS

RO

AD

A

VM VM VM VM VM VM VM VM VM VM VM

VM VM VM VM VM VM VM VM VM VM VM

ROAD B

BRANCH VACUUM SEWER

BRANCH VACUUM SEWER

LOT 7 LOT 6

MAIN

VACU

UM

SEW

ER

X

X

LOT 5 LOT 4

LOT 3

LOT 2

LOT 1

COLLECTIONCHAMBER

SERVICECONNECTION

RODDINGPOINT

ISOLATION VALVES

BRANCHCONNECTION

PROPERTYCONNECTION

VACUUM SEWERS (MAIN BRANCH)

SERVICE CONNECTIONS

PROPERTY CONNECTIONS

1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCEWITH CURRENT SEQ-D&C CODE.

2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS ANDWORK SHALL COMPLY WITH THE RELEVANT AUSTRALIANSTANDARDS.

3. VACUUM SEWER SYSTEMS SHALL BE DESIGNED ANDCONSTRUCTED TO MANUFACTURERS SPECIFICATIONSAND IN ACCORDANCE WITH SEQ-SP CODE.

4. ALL WORK ASSOCIATED WITH LIVE SEWERS ORMAINTENANCE HOLES SHALL BE CARRIED OUT BY SEQ-SPAT THE DEVELOPERS COST.

5. FOR SINGLE RESIDENTIAL DEVELOPMENTS THE VACUUMSEWER SHALL BE LOCATED IN THE FOOTPATH. SEWERSTHROUGH PRIVATE PROPERTY WILL NOT BE APPROVED.

6. FOR OTHER THAN SINGLE RESIDENTIAL DEVELOPMENTSTHE VACUUM SEWERS SHALL GENERALLY BE LOCATED INTHE FOOTPATH. WHERE IT IS NECESSARY TO LOCATETHE SEWER WITHIN A PROPERTY, THE SEWER SHALL BELOCATED ON THE SAME ALIGNMENTS AS GRAVITYSEWERS.

7. EXCEPT FOR ROAD CROSSINGS VACUUM SEWERS SHALLNOT BE LOCATED UNDER ROAD PAVEMENTS OR KERBAND CHANNELS.

8. WHERE THE VACUUM SEWER AND THE COLLECTIONCHAMBERS CANNOT FIT WITHIN THE STANDARDSEWERAGE CORRIDOR, NEGOTIATIONS SHALL BE MADEWITH THE RELEVANT AUTHORITIES TO WIDEN THESEWERAGE CORRIDOR OR TO LOCATE THE SEWER ANDCHAMBERS ELSEWHERE IN THE FOOTPATH.

9. VACUUM SEWERS SHALL BE POLYETHYLENE CLASSPE100 PN 10 TO A.S. 4130 AND A.S. 4131.

10. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BECARRIED OUT IN LAYERS NOT EXCEEDING 300mm(LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTILTHE COMPACTION IS NOT LESS THAN 95% OF THEMATERIAL'S MAXIMUM COMPACTION WHEN TESTED INACCORDANCE WITH AS 1289 (MODIFIED COMPACTION).TESTING SHALL BE CARRIED OUT AFTER EACHALTERNATE LAYER. IN ALL SUCH CASES APPROVAL OFCONSTRUCTED SEWERS WILL NOT BE ISSUED BYSERVICE PROVIDER UNLESS CERTIFICATES AREPRODUCED CERTIFYING THAT THE REQUIREDCOMPACTION HAS BEEN ACHIEVED.

11. ALL DIMENSIONS ARE IN MILLIMETRES.12. BACKFILLING IN ROADWAYS SHALL BE TO RELEVANT

AUTHORITIES REQUIREMENTS.

13. VACUUM SEWERS SHALL HAVE A MINIMUM DN/ID OF80mm

14. VACUUM SEWERS SHALL HAVE A MINIMUM GRADE OF 1IN 500 (0.2%).

15. THE MINIMUM DISTANCE BETWEEN LIFTS SHALL BE 6.0m.CONNECTIONS SHALL NOT BE MADE WITHIN 2.0m OF ALIFT ON A VACUUM SEWER.

GENERAL

16. THE CONNECTION BETWEEN THE BRANCH AND MAINVACUUM SEWER SHALL ENSURE FLOW IS DIRECTEDTOWARDS THE VACUUM PUMP STATION.

17. BENDS SHALL NOT BE GREATER THAN 45°. WHERE A90° CHANGE IN DIRECTION IS REQUIRED, TWO 45°BENDS SHALL BE USED.

18. POLYETHYLENE PIPES AND FITTINGS SHALL BE JOINEDUSING BUTT WELDING AND/OR ELECTROFUSIONWELDING PROCESSES.

19. ISOLATION VALVES SHALL BE PROVIDED AT BRANCHCONNECTIONS AND THE START OF EACH NEW STREET.

20. THE MAXIMUM DISTANCE BETWEEN ISOLATION VALVESSHALL BE 300 METRES.

21. VALVE BOXES SHALL BE PROVIDED OVER ISOLATIONVALVES. REFER STANDARD DRAWING NO.SEQ-SEW-1300 SERIES.

22. RODDING POINTS SHALL BE PROVIDED AT A MAXIMUMSPACING OF 90 METRES AND WHERE DEEMEDNECESSARY TO FACILITATE CLEANING OF THE SYSTEM.

23. A CLEAR AREA OF ONE METRE SQUARE SHALL BEPROVIDED CENTRALLY OVER EACH RODDING POINT.

24. SERVICE CONNECTIONS SHALL HAVE A MINIMUM DN/IDOF 50 MILLIMETRES.

25. THE DN/ID OF THE SERVICE CONNECTION SHALL NOT BELESS THAN THE DN/ID OF THE COLLECTION CHAMBERSUCTION PIPE.

26. SERVICE CONNECTIONS SHALL CONNECT INTO THE TOPOF THE VACUUM SEWER.

27. SERVICE CONNECTIONS SHALL FALL BY GRAVITY FROMTHE INTERFACE VALVE TO THE VACUUM SEWER.

28. PROPERTY CONNECTIONS SHALL END WITH A SOCKETTO SUIT PIPES TO A.S. 1741. CONNECTIONS SHALLFINISH WITH AN INTERNAL PVC SCREW CAP.

29. FOR SINGLE RESIDENTIAL SITES, THE PROPERTYCONNECTIONS SHALL BE OF A MATERIAL APPROVED FORGRAVITY SEWERS.

30. FOR SITES OTHER THAN SINGLE RESIDENTIAL,PROPERTY CONNECTIONS SHALL BE POLYETHYLENECLASS PE100 PN 10 TO A.S. 4130 AND A.S. 4131.

31. PROPERTY CONNECTION BRANCHES SHALL EXTEND INTOTHE PROPERTY A MINIMUM OF 300mm AND A MAXIMUMOF 750mm.

32. PROPERTY CONNECTIONS SHALL BE LOCATED 1.2mFROM THE DOWNSTREAM ALIGNMENT. IF THIS IS NOTPOSSIBLE THE CONNECTION SHALL NOT BE GREATERTHAN 3.5m FROM THE DOWNSTREAM ALIGNMENT.

33. EACH ALLOTMENT SHALL BE SERVED BY A 100mmDIAMETER PROPERTY CONNECTION. FOR ALLOTMENTSOTHER THAN SINGLE RESIDENTIAL, A 150mm DIAMETERPROPERTY CONNECTION SHALL BE PROVIDED.

34. THE NUMBER OF PROPERTY CONNECTIONS ENTERING ACOLLECTION CHAMBER SHALL DEPEND ON THEDEVELOPMENT LAYOUT AND THE SEWER SYSTEMDESIGN.

35. EACH PROPERTY SHALL BE SERVED BY A SEPARATEPROPERTY CONNECTION.

GENERAL NOTE:VACUUM SEWERS WILL ONLY BE USED TO SERVICEAREAS NOMINATED BY THE RELEVANT SEQ-SP.

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




VACUUM SEWER SYSTEMCOMPONENT LAYOUT AND NOTES

0.0

00

15.0

00

19.0

00

30.0

00

39.0

00

62.0

00

4.2

10

4.0

51

4.1

03

3.9

88

3.9

65

2.9

26

2.9

56

2.9

64

2.9

86

2.5

86

2.6

04

2.6

50

1.2

84

1.0

95

1.1

39

1.3

84

1.3

15

0.0

00

4.0

00

22.0

00

30.0

00

42.0

00

65.0

00

75.0

00

3.9

80

3.9

84

3.6

12

3.8

15

3.8

07

2.6

00

2.6

44

2.6

60

2.2

60

2.2

84

2.3

30

2.3

50

1.3

80

1.3

40

1.3

28

1.4

85

1.4

57

0.0

00

18.0

00

22.0

00

3.9

80

3.9

70

3.9

70

2.6

40

2.6

76

2.6

84

1.3

40

1.2

94

1.2

86

LOT 1

0 I

L 2.6

51

LOT 9

IL

2.6

03

LOT 8

IL

2.4

88

ISO

LATIO

N

LOT 3

IL

2.4

84

LOT 4

IL

2.1

12

LOT 5

IL

2.0

15

LOT 6

IL

2.0

07

LOT 2

IL

2.4

70

LOT 1

IL

2.4

70

PUM

P STATIO

N

V.P.1 V.P.2 V.P.3LONGITUDINAL SECTIONS

0.000

LOT 7

IL

2.4

65

PRIVATE PROPERTY

PE100 PN10 DN110

1 IN 500

30.000 32.000

VALV

E

0.000 0.000

PRIVATE PROPERTY

PE100 PN10 DN110

1 IN 500

30.000 45.000

PRIV. PROP

1 IN 500

22.000

PE100 PN10

RD

SCALES: HORIZONTAL 1:1000 VERTICAL 1:100

JAVA CRT

FPPP

LINE NUMBER

CHAINAGE

INVERT LEVEL

DEPTH BELOW F.S.L.

PROP. DESCRIPTION

DIAMETER

DATUM

LENGTH

XX X X X

X X X

X X

COLLECTION CHAMBER No.

COVER TYPEJUNCTION LINE No.

/11

2 23

/12 /1

3 /21 /2

2 /23 /2

4 /32/3

1

B

1

36.7

50

19.2

50

R.P. R.P.R.P.R.P.

R.P.

62.5

00

1/4

3.3

16

4.2

10

4.0

51

4.1

03

3.9

88

3.9

65

3.9

80

3.9

84

3.8

15

3.8

07

3.9

80

3.9

70

3.9

70

E.S.L.

DN110

PUBLIC UTILITY INFORMATION HAS BEENOMITTED FOR CLARITY AT THIS SCALE.HOWEVER, CHAINAGE, INVERT OR CROWNLEVEL AND DESCRIPTION eg. 2 x 100CONDUITS etc, SHALL BE SHOWN FOR ALLPUBLIC UTILITIES.

DETAILS SHOWN ON THE LONGITUDINALSECTIONS ARE TYPICAL FOR DESIGNPRESENTATION PURPOSES ONLY. ACTUALGRADES, NUMBER AND LOCATION OFLIFTS, AND DIAMETER OF SEWERS SHALLCOMPLY WITH THE MANUFACTURERSDESIGN AND SPECIFICATION.

B B B B B B B B

GRADE (1 IN X)

JUNCTION INVERTLEVEL

FINISHEDSURFACE LEVELEXISTINGSURFACE LEVEL

ABBREVIATIONS:V.P. - VACUUM PROFILEPP - PRIVATE PROPERTYFP - FOOT PATHRD - ROAD


ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




VACUUM SEWER SYSTEMLONGITUDINAL SECTIONS

NAME OF ESTATE

SUBDIVIDER

SUB. PLAN No.

SP DELEGATES

APPROVAL DATE

No. OF ALLOTMENTS

AREA IN Ha.

LENGTHOF SEWERS

100mm PE100

100mm DICL

SUNDOWN ESTATE

JOPE PTY LTD

7.12.11

10

1.388

159.000

64.000

VEGETATION PROTECTION

REHABILITATION

SOIL

NOTE

CREEK CROSSINGS

150mm VC 5.000

A. TREES LOCATED ALONG THE FOOTPATH SHOULD BE, WHERE POSSIBLE TRANSPLANTED PRIOR TO CONSTRUCTION, OR REPLACED IF DESTROYED.B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHOULD BE CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROM GROUND LEVEL. GIRDLES MUST BE STRAPPED TO TREES PRIOR TO CONSTRUCTION AND REMAIN UNTIL COMPLETION.C. WHERE POSSIBLE, TREE ROOTS SHOULD BE TUNNELLED UNDER, RATHER THAN SEVERED. IF ROOTS ARE SEVERED THE DAMAGED AREA SHOULD BE TREATED WITH A SUITABLE FUNGICIDE. CONTACT SERVICE PROVIDER ARBORIST FOR FURTHER ADVICE.

A. TOPSOIL AND SUBSOIL SHOULD BE STOCKPILED SEPARATELY.B. CARE SHOULD BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THROUGH STORMWATER SYSTEM. THIS MAY INVOLVE PLACING APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES.

A. SILTATION CONTROL MEASURES SHOULD BE PLACED DOWNSTREAM OF ANY EXCAVATION WORK.B. APPROPRIATE SEDIMENT CONTROLS SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE CREEK.C. NO SOIL SHOULD BE STOCKPILED WITHIN 5m OF THE CREEK.

A. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS ARE TO BE REINSTATED.B. PREDISTURBANCE VEGETATION PATTERNS SHOULD BE RESTORED.

ALL ENVIRONMENT PROTECTION MEASURES SHOULD BEIMPLEMENTED PRIOR TO ANY CONSTRUCTION WORK,INCLUDING CLEARING, COMMENCING.

1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH SEQ-SP CODE SPECIFICATIONS AND STANDARDS.2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS.3. THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING SHALL BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. SEWERAGE WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT INTO THE SEQ-SP CODE SEWERAGE SYSTEM4. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE CARRIED OUT BY SEQ SP AT THE DEVELOPER'S COST.5. VC SEWERS SHALL BE CLASS 4 TO A.S. 1741 OR CONFORM TO EN295-1. DICL SEWERS SHALL BE CLASS PN35 TO A.S. 2280 WITH POLYETHYLENE SLEEVED. PE VACUUM PIPELINES SHALL BE PE100 PN10 TO A.S. 4130 AND A.S. 4131.6. EACH ALLOTMENT SHALL BE SERVED BY A 100mm DIAMETER PROPERTY CONNECTION. FOR ALLOTMENTS OTHER THAN SINGLE RESIDENTIAL, A 150mm DIAMETER CONNECTION SHALL BE PROVIDED.7. PROPERTY CONNECTIONS AT COLLECTION CHAMBERS SHALL BE POLYETHYLENE PE100 PN10 TO A.S. 4130 AND A.S. 4131.8. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS NOT EXCEEDING 300mm (LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTIL THE COMPACTION IS NOT LESS THAN 95% OF THE MATERIALS MAXIMUM COMPACTION WHEN TESTED IN ACCORDANCE WITH A.S. 1289 (MODIFIED COMPACTION). TESTING SHALL BE CARRIED OUT AFTER EACH ALTERNATE LAYER. IN ALL SUCH CASES APPROVAL OF CONSTRUCTED SEWERS WILL NOT BE ISSUED BY THE SEQ-SP UNLESS CERTIFICATES ARE PRODUCED CERTIFYING THAT THE REQUIRED COMPACTION HAS BEEN ACHIEVED.9. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH RELEVANT AUTHORITIES BEFORE COMMENCING WORKS.10. BENCH MARK AND LEVELS ARE TO AHD.11. VACUUM SYSTEM SHALL BE DESIGNED AND CONSTRUCTED TO MANUFACTURERS SPECIFICATIONS AND IN ACCORDANCE WITH SEQ-SP CODE SPECIFICATION FOR VACUUM SEWER SYSTEMS AND SEWAGE PUMP STATIONS.12. A VALVE CHAMBER SHALL BE CONSTRUCTED OVER ISOLATION VALVES AS DETAILED ON STANDARD DRAWING NO SEQ-VAC-1200-1.13. BACKFILLING IN ROADWAYS SHALL BE TO RELEVANT AUTHORITIES REQUIREMENTS.14. VACUUM SEWERS WILL ONLY BE USED TO SERVICE AREAS NOMINATED BY THE RELEVANT SEQ-SP.

ENVIRONMENTAL CONDITIONS

GENERAL NOTES

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




VACUUM SEWERTYPICAL ESTATE DETAILS & NOTES

M

ZRR

ZRR

M

103BYS

YS103A

NOTE 1

NOTE 2

SWITCHBOARD

MULTITRODE

RADIO

x200

300

RFLX01

RFLX02

VLVE01

VLVE02

102LSH LE

103

LSH102

300

200x

YE094A

TE094A

YE094B

094B094BYA YS

094DYE

094CTE

094CYE

YSYA094A 094A

RISING MAIN #1

M

YE094A

TE094A

YE094B

M

YE094A

TE094A

YE094B

M

YE094A

TE094A

YE094B

VACUUM SEWERS

A

TO ODOUR CONTROLMANAGEMENT SYSTEM

POT MONITORING SYSTEM -POT VOLUME ALARM, VALVESTATUS, OPTIONALISOLATION VALVE CONTROL(OR VIA HARD WIRE)

PSHH101

101PSH

101PSM

101PSL

101PIT101

NOTE 1

PG

A

A

ZRR ZR

R ZRR

o

ISOLATING SCADACONTROLLED VALVES

101PI

LIT101

101

101LI

LE

LSHH101

101LSH

101LSM

101LSL

102PSH

PSH102

POTABLE WATER25

RPZ25

25

S

25

XV104

104XV

DRAIN

SUMP AND TOILET

PUMPSDUTY RATED

XX kWS4

EQUIPMENT No.

S4 XX kW

NOTES1. PUMP/VACUUM GENERATOR START/STOP NORMALLY CONTROLLED BY RTU USING LEVEL/PRESSURE TRANSMITTER LIT/PIT.2. UPON HIGH LEVEL (LSH 102) PUMP START/STOP CONTROL IS SWITCHED

AUTOMATICALLY TO MULTIRODE LEVEL CONTROL UNIT.3. ALL INSTRUMENTS AND ALARM R.L'S TO BE CONFIRMED BY SEQ-SP.4. PUMP PROTECTION RELAY CAN BE CONFIGURED SUCH THAT THE INPUTS CAN PRODUCE AN ALARM AND SHUTDOWN - COMMISSIONING TO DETERMINE. (P&ID TO BE MARKED UP WHEN CONFIGURATION KNOWN.)5. ASSET/EQUIPMENT NOs TO BE ADDED IN ACCORDANCE WITH SEQ-SP ASSET ID SYSTEMS.

xxxxxx

xxxxxx

HARDWIRED CONNECTIONCOMMUNICATION/SOFTWARECONNECTIONDISCRETE INSTRUMENT -FIELD MOUNTED/OPERATORNOT ACCESSIBLE

DISCRETE INSTRUMENT -OPERATOR ACCESSIBLE

RTU - OPERATOR NOTACCESSIBLE

LOGIC INTERLOCK (SOFTWAREOR HARDWARE)

VARIABLE SPEED DRIVE/SOFT STARTER DRIVE

ZRR

M

SLUICE VALVE

NON-RETURN VALVE

'Y' TYPE STRAINER

ELECTRIC MOTOR

PUMP/VACUUMGENERATOR

TAPPING POINT

REDUCED PRESSUREZONE BACKFLOWPREVENTION DEVICE INACCORDANCE WITH SEQSP REQUIREMENTS

RPZ

LEGEND

RR

THIS TABLE IS AN EXAMPLE, NOT A DEFINITIVE LIST,EACH SITE WILL HAVE A CUSTOMISED LIST OF TAGS,LEVELS, ALARMS ETC.

LOCAL CONTROLPANEL

DRAIN

RTU/PLC

SCOUR VALVE

WATER

SEPA

RATO

R

LEVEL

TRAN

SM

ITTER

FLO

AT

SW

ITCH

LEVEL

PRO

BE

DISCHARGEPUMP 1

DISCHARGEPUMP 2

VACUUMGENERATOR 1

VACUUMGENERATOR 2

VACUUMGENERATOR 3

VACUUM SEWERS WILL ONLY BE USED TO SERVICE AREASNOMINATED BY THE RELEVANT SEQ-SP.

VACUUM GENERATORSDUTY RATED

XX kWS4

EQUIPMENT No.

S4 XX kW

S4 XX kW

COMMENTSTAG LEVELINSTRUMENTS

101 LSL

LSM

LSH

LSHH

LSH

LSL

LSM

LSH

102

103

ALL STOP

DUTY START

STANDBY STARTALARM

CHANGE CONTROL

ALL STOP

DUTY START

STANDBY START

RL-1.45-0.10

0.15

NOTE 4

NOTE 4

-1.45

-0.10

0.15

094A TE NOTE 5 STATOR HIGH TEMP.

094B TE PUMP MAIN BEARING HIGH TEMP.

YE094A JUNCTION BOX SEAL FAILYE094B STATOR HOUSING SEAL FAIL

NOTE 5

NOTE 5

NOTE 5

NOTE 5

NOTE 5

NOTE 5

STATOR HOUSING SEAL FAIL094D YEJUNCTION BOX SEAL FAIL094C YE

PUMP MAIN BEARING HIGH TEMP.TE094D

STATOR HIGH TEMP. NOTE 5TE094C

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




VACUUM SEWERTYPICAL P & ID DIAGRAM

ROADWAY

VM

PRO

PERTY

BO

UN

DARY

PRO

PERTY

BO

UN

DARY

EASEM

EN

T

PRO

PERTY

BO

UN

DARY

VM

VM

VARIATIONS IN CONFIGURATION

VM VM VM VM VM VM VM VM VM VM VM VM VM

PRO

PERTY

BO

UN

DARY

SEWERWATER

SERVICE ALLOCATIONS

VM

ONLY USE THIS FORMATWHEN THE WATER MAINIS ON OTHER SIDE OF ROAD

W W W W W

W W W W W W W W W W W W WS

E E E E E E E E E E E E E E E POWER

1800

MAX

NOTES

MIN. 10% FALL

REFER TO NOTE 7

RELIEF VALVE

SECTION A-A

PLAN (COVERS REMOVED)

A A

SUMP

PROPERTY BOUNDARY

MAX. 2400mmREFER TONOTE 3.

VACUUM VALVE, REFER TO

DRAINHOLES

MANUFACTURERS SPECS

130

EXTERNAL BREATHERAT BOUNDARY

14.15.

SINGLE RESIDENTIAL SITES

OTHER THAN SINGLE RESIDENTIAL SITES16.

17.

CHAMBERMONITORING SYSTEM HD CONDUIT

GRAVITY SEWER MAINSFALL TOWARDS SUMPREFER TO NOTE 9

FLOAT SWITCH

CHAMBER MONITORINGSYSTEM HD CONDUIT

CHAMBERMONITORING SYSTEM

25

75753

00

±40

REFER TO NOTE 12

BENCHING TO BEGRADED TO SUMP.BENCHES ANDCHANNELS TO HAVESMOOTH FINISH

CAST IN-SITUCONCRETE BASE

REFER NOTE 13

SECTION C-C

45°

160 NOM. REFERTO NOTE 10

DN80 uPVC SUCTIONPIPE (600 COVER)

DN50 uPVC PRESSUREPIPE FOR SENSORTUBING (300 COVER)REFER TO NOTES 4AND 11

FLOAT SWITCH (50%)

Ø450 SUMP

C

C

DETAILS OF BENCHING

100

290

360

SLIDE GATE VALVES

SLIDE GATE VALVE

SLIDE GATE VALVE

COLLECTION CHAMBERS & VACUUM SEWERS SHALL BE LOCATED IN THE FOOTPATH.THE PROPERTY CONNECTION SHALL BE 100mm.

COLLECTION CHAMBER LINERS SHALL BE POLYETHYLENE CLASS PE100 TO AS 4130AND AS 4131.PROPERTY CONNECTIONS SHALL BE MIN 150mm DIA.

4.

2.1.

3.

5.

6.7.8.

9.

10.

11.

12.13.

ALL DIMENSIONS IN MILLIMETRES UNLESS NOTED OTHERWISE.BENCHING TO HAVE 80mm FALL TO SUMP FOR 1050mm MANHOLE.NORMAL OPERATING DEPTH OF THE SUCTION PIPE IS 1.8M TO 2.4M GREATER DEPTHSREQUIRE APPROVAL FROM SEQ-SP.SENSING LINE LENGTH IS NOT TO EXCEED 4 METRES.VALVE PIT IS SINGLE PIECE ACOTYPE 8 POLYCRETE OR SIMILAR WITH A TWO PARTCONCRETE COVER TO MATCH THE COVER CLASS OF THE VACUUM COLLECTIONMANHOLE VALVE TO BE CENTRALLY LOCATED BELOW LID.VALVE BOX NEED NOT BE IN LINE WITH VACUUM MAIN.MAXIMUM DEVIATION ANGLE IS 45 DEGREES.PIPEWORK PENETRATIONS TO THE CHAMBER AND PIT ARE TO BE SEALED WITH EPOXYMORTAR.IF A CHANNEL IS REQUIRED IN THE ACCESS CHAMBER BENCHING, PIPE PENETRATIONSFOR GRAVITY SEWER MAINS INTO THE ACCESS CHAMBER ARE TO BE OFFSET INACCORDANCE WITH SEQ-SP CODE DRAWINGS SEQ-SEW-1304-1.MOUNT SUCTION PIPE TO MAINTAIN 50mm MIN. CLEARANCE BETWEEN TOP OF VACUUMVALVE AND UNDERSIDE OF ACCESS CHAMBER. 20mm BREATHER HOSE IS TO SLOPEDOWNWARDS FROM VACUUM VALVE TO THE EXTERNAL BREATHER UNIT.OPTIONAL ARRANGEMENT FOR SENSING TUBE: SWJ DN50 uPVC PRESSURE PIPE FORFULL DISTANCE TO VALVE BOX AND COMMENCE SENSOR TUBING IN VALVE BOX (PAYATTENTION TO ENSURE THAT JOINTS ARE AIR-TIGHT).MANHOLE FORMAT, REFER TO SEQ SP CODE DRAWINGS SEQ-SEW-1300 SERIES.PIPE PENETRATION THROUGH COLLECTION CHAMBER WALL REFER DWG.SEQ-VAC-1206-1 FOR DETAIL.

DN25 BREATHER TUBE GRADEFROM BOLLARD TO PIT

DN60 GAL. STEEL BREATHERBOLLARD WITH 300x300 FOOTING

DRAIN

VACUUM MAIN

VACUUM MAIN

FOOTPATH


ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




VACUUM COLLECTION MANHOLE& VALVE PIT

TYPICAL DETAIL

SECTION CASECTION

C

B B

C

COVERS NOT SHOWN FOR CLARITYPLAN

BSECTION

900 NOM

600 N

OM

BREATHER BELL

CONVERSION SLAB

OPENING

150

270

FLOW

GRAVITY SEWERS

GRAVITY SEWERS

VACUUM SEWER

ITEM 1

MIN COVER 900

REFER NOTE 11.

25 45°

75

75

75 MIN

25

MIN

REFER NOTE 10

BREATHER

VACUUM INTERFACE VALVE

500 M

AX

F.S.L

300

±40

Ø450 SUMP

100

360

230

180

200

900 (

1500)

730

740 (

1340

290

1800 (

2400)

360

40

120

160

500

VACUUM SUPPLIED ITEMSITEM DESCRIPTION

1

2

3

NOTES

NOTE:SEQ-SP REQUIRE ALL INTERFACEVALVES TO BE PROVIDED OUTSIDECHAMBER IN SEPARATE PITS AS PERDWG. SEQ-VAC-1200-1.

1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESSSHOWN OTHERWISE.

2. COLLECTION CHAMBER COVERS SHALL BE SQUARETO KERBS AND OR BOUNDARIES WHEREPRACTICABLE.

3. COLLECTION CHAMBER COVERS SHALL OPEN AWAYFROM KERBS, FENCES AND OTHER OBSTRUCTIONSWHICH MAY HINDER OPENING. COVERS INTRAFFICABLE AREAS SHALL OPEN AGAINST THEFLOW OF TRAFFIC.

4. BRICKWORK IN WET GROUND SHALL BE RENDEREDON THE OUTSIDE FACE WITH CEMENT MORTAR.RENDER SHALL BE 12 THICK. WET GROUND IS:

(a) CLAY OR LOAMY SOIL (b) ANY GROUND LESS THAN 600 ABOVE THE

ESTIMATED GROUND WATER LEVEL.5. BRICKS SHALL BE 230 X 110 X 76.6. CEMENT MORTAR BY VOLUME SHALL BE ONE PART

CEMENT TO THREE PARTS SAND.7. STEP IRONS AND LADDERS SHALL COMPLY WITH

WSA PS-314 AND WSA PS 315 OR 316 OR 317,RESPECTIVELY.

8. ONLY COLLECTION CHAMBERS AND COLLECTIONCHAMBER COMPONENTS APPROVED BY THE SEQ-SPSHALL BE USED.

9. VACUUM INTERFACE VALVE ITEMS SHALL BEINSTALLED BY AN INSTALLER ACCREDITED BY THEVALVE MANUFACTURER.

10. 900 x 600 NOM. SIZE D.I. TWO PART COVER ANDFRAME, CLASS B OR D TO SUIT LOCATION.BRICKWORK ADJUSTED TO SUIT.

11. PIPE PENETRATION THROUGH COLLECTION CHAMBERWALL REFER TO DRAWING SEQ-VAC-1206-1 FORDETAIL.

12. VACUUM SEWERS WILL ONLY BE USED TO SERVICEAREAS NOMINATED BY THE RELEVANT SEQ-SP.

OUTLINE OF COVERSURROUND

VACUUM INTERFACEVALVE

DN80 PVC SUCTION PIPEAND DN50 PVC SENSORPIPE. PIPES TO BE FIXEDTO WALL WITH SSFASTENING BRACKETS -20 CLEAR FROM WALL.

DN150GRAVITYSEWER

STEP IRONSOR LADDERQUU ONLY

INTERFACEVALVE NOTSHOWN

OUTLINE OFBASE

DN80 PVCCONNECTIONPIPE

CONCRETE SURROUNDBEDDED ON 10 THICK MORTAR

FLUSH FOR ESTABLISHEDAREAS AND PAVEMENTS,50 ELSEWHERE

2 COURSESOF 230 WIDEBRICKWORK

PRECAST R.C.CONVERSIONSLAB

DN1500REINFORCEDCONCRETE SHAFTSEGMENTS

STEP IRONS ORLADDER QUU ONLY

BENCHING TO BE GRADEDTO SUMP. BENCHES ANDCHANNELS TO HAVESMOOTH FINISH


2 SS BRACKETSPER PIPE. UPPERBRACKET TOSUPPORT ELBOW

STAINLESS STEELFLEXIBLE COUPLINGS

ITEM 3 CAN BE SUPPLIEDFOR PREDETERMINEDDEPTHS EG (1800 OR 2400)OR FOR VARIOUS DEPTHS TOSUIT DESIGN.

ITEM 2 (INTERNALBREATHER SHOWNALSO AVAILABLE AS ANEXTERNAL BREATHER)

DN80VACUUMRATEDFLEXIBLEPVC PIPE

DN100 CORED HOLEPARALLEL TO CENTRELINE OF CHAMBERREFER NOTE 11.

VACUUM INTERFACE VALVE INCLUDINGFLEXIBLE COUPLINGSBREATHER BELL INCLUDINGASSOCIATED PIPEWORK ANDFASTENING BRACKETSSUCTION KIT INCLUDING DN80 PVCSUCTION PIPE, DN50PVC SENSOR PIPE,CONNECTING TUBES AND SS FASTENINGBRACKETS

CONCRETECONCRETE

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




DN1500 COLLECTION CHAMBER WITH SINGLE VACUUM INTERFACE VALVE

DN150 & DN225 SEWERS, 1.8 & 2.4m DEEPTYPICAL EXAMPLE WITH DESIGN DETAIL

A

1200 A

PLAN

SECTION

1300

1000 M

IN1000 M

IN

BSECTION

300

300

75

25

360

MIN COVER

ITEM 1

SECTION

Ø450 Ø450

25

360

1800 (

2400)

640 (

1240)

290

800 (

1400)

330

160

830

40 120

180

200


1

2

3

VACUUM INTERFACE VALVE INCLUDINGFLEXIBLE COUPLINGSBREATHER BELL INCLUDINGASSOCIATED PIPEWORK ANDFASTENING BRACKETS

SUCTION KIT INCLUDING DN80 PVCSUCTION PIPE, DN50 PVC SENSOR PIPE,CONNECTING TUBES AND SS FASTENINGBRACKETS

NOTES1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN

OTHERWISE.2. COLLECTION CHAMBER COVERS SHALL BE SQUARE TO

KERBS AND OR BOUNDARIES WHERE PRACTICABLE.3. COLLECTION CHAMBER COVERS SHALL OPEN AWAY FROM

KERBS, FENCES AND OTHER OBSTRUCTIONS WHICH MAYHINDER OPENING. COVERS IN TRAFFICABLE AREASSHALL OPEN AGAINST THE FLOW OF TRAFFIC.

4. BRICKWORK IN WET GROUND SHALL BE RENDERED ONTHE OUTSIDE FACE WITH CEMENT MORTAR. RENDERSHALL BE 12 THICK. WET GROUND IS :

(a) CLAY OR LOAMY SOIL (b) ANY GROUND LESS THAN 600 ABOVE THE

ESTIMATED GROUND WATER LEVEL.5. BRICKS SHALL BE 230 X 110 X 76.6. CEMENT MORTAR BY VOLUME SHALL BE ONE PART

CEMENT TO THREE PARTS SAND.7. STEP IRONS AND LADDERS SHALL COMPLY WITH WSA

PS-314 AND WSA PS 315 OR 316 OR 317, RESPECTIVELY.8. ONLY COLLECTION CHAMBERS AND COLLECTION

CHAMBER COMPONENTS APPROVED BY SEQ-SP SHALL BEUSED. THIS IS AN EXAMPLE DRAWING, THE DETAILS OFSOME APPROVED COLLECTION CHAMBERS MAY VARYFROM THOSE SHOWN ON THE DRAWINGS.

9. VACUUM INTERFACE VALVE ITEMS SHALL BE INSTALLEDBY AN INSTALLER ACCREDITED BY THE VALVEMANUFACTURER.

10. FOUR PART DI COVER AND FRAME IN CONCRETESURROUND, CLASS B OR D TO SUIT LOCATION.BRICKWORK ADJUSTED TO SUIT.

11. PIPE PENETRATION THROUGH COLLECTION CHAMBERWALL REFER TO DRAWING SEQ-VAC-1206-1 FOR DETAIL.


COVERS NOT SHOWN FOR CLARITY

BREATHER BELL

CONVERSION SLAB

OPENING


FLO

W

GRAVITY

GRAVITY SEWERSVACUUM SEWER

DN80 PVC SUCTIONPIPE AND DN50 PVCSENSOR PIPE. PIPESTO BE FIXED TO WALLWITH SS FASTENINGBRACKETS20 CLEAR FROM WALL

INTERFACEVALVES NOTSHOWN

OUTLINE OFBASE


SEWERS

BENCHING AND CHANNELSTO BE GRADED TO SUMP.BENCHES AND CHANNELSTO HAVE SMOOTH FINISH

DN80 VACUUMRATED FLEXIBLEPVC PIPE

DN100 COREDHOLE PARALLELTO CENTRE LINEOF CHAMBER



STAINLESSSTEEL FLEXIBLECOUPLINGS


REFER NOTE 11

900




F.S.L

REFER NOTE 10

VACUUMINTERFACE VALVE


CONCRETE SURROUNDBEDDED ON 10 THICK MORTAR

FLUSH FORESTABLISHED AREASAND PAVEMENTS, 50ELSEWHERE


ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




DN1500 COLLECTION CHAMBER WITHTWO VACUUM INTERFACE VALVES DN150

& DN225 SEWERS, 1.8 & 2.4m DEEP.TYPICAL EXAMPLE WITH DESIGN DETAIL

A A

C

CSECTION

C

ASECTION

BB

BSECTION

1300

1200 4

00

400

320

320

1000 M

IN1000 M

IN

360

1800 (

2400)

290

800 (

1400)

1803

30

640 (

1240)

160

2008

30

120

40

Ø450 Ø450 25

45°

75

NOTES:1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN

OTHERWISE.2. COLLECTION CHAMBER COVERS SHALL BE SQUARE TO

KERBS AND OR BOUNDARIES WHERE PRACTICABLE.3. COLLECTION CHAMBER COVERS SHALL OPEN AWAY FROM

KERBS, FENCES AND OTHER OBSTRUCTIONS WHICH MAYHINDER OPENING. COVERS IN TRAFFICABLE AREAS SHALLOPEN AGAINST THE FLOW OF TRAFFIC.

4. BRICKWORK IN WET GROUND SHALL BE RENDERED ONTHE OUTSIDE FACE WITH CEMENT MORTAR. RENDERSHALL BE 12 THICK. WET GROUND IS:

(a) CLAY OR LOAMY SOIL(b) ANY GROUND LESS THAN 600 ABOVE THE ESTIMATED

GROUND WATER LEVEL.5. BRICKS SHALL BE 230 X 110 X 76.6. CEMENT MORTAR BY VOLUME SHALL BE ONE PART CEMENT

TO THREE PARTS SAND.7. STEP IRONS AND LADDERS SHALL COMPLY WITH WSA

PS-314 AND WSA PS 315 OR 316 OR 317, RESPECTIVELY.8. ONLY COLLECTION CHAMBERS AND COLLECTION CHAMBER

COMPONENTS APPROVED BY SEQ-SP SHALL BE USED. THISIS AN EXAMPLE DRAWING, THE DETAILS OF SOMEAPPROVED COLLECTION CHAMBERS MAY VARY FROMTHOSE SHOWN ON THE DRAWINGS.

9. VACUUM INTERFACE VALVE ITEMS SHALL BE INSTALLED BYAN INSTALLER ACCREDITED BY THE VALVEMANUFACTURER.

10. 900x600 NOMINAL SIZE DI TWO PART COVER AND FRAMECLASS B OR D TO SUIT LOCATION. BRICKWORK ADJUSTEDTO SUIT.

11. PIPE PENETRATION THROUGH COLLECTION CHAMBER WALLREFER TO DRAWING SEQ-VAC-1206-1 FOR DETAIL.

12. VACUUM SEWERS WILL ONLY BE USED TO SERVICE AREASNOMINATED BY THE RELEVANT SEQ-SP.

PLANCOVERS NOT SHOWN

BREATHER BELL

CONVERSION SLAB

OPENING


FLO

W

GRAVITY

VACUUM SEWER

DN80 PVC SUCTION PIPEAND DN50 PVC SENSORPIPE. PIPES TO BE FIXEDTO WALL WITH SSFASTENING BRACKETS20 CLEAR FROM WALL

OUTLINE OFBASE

SEWERS

INTERFACE VALVESNOT SHOWN


STAINLESSSTEEL FLEXIBLECOUPLINGS

MIN COVER

ITEM 1

DN80 VACUUMRATED FLEXIBLEPVC PIPE

DN100 COREDHOLE PARALLELTO CENTRE LINEOF CHAMBER




REFER NOTE 11

900


REFER NOTE 10

VACUUMINTERFACE VALVE

BENCHING AND CHANNELSTO BE GRADED TO SUMP.BENCHES AND CHANNELS TOHAVE SMOOTH FINISH




F.S.L

FLUSH FORESTABLISHED AREASAND PAVEMENTS, 50ELSEWHERE

CONCRETESURROUND BEDDEDON 10 THICKMORTAR

FOR CLARITY

STEP IRONS(QUU ONLY)


1

2

3

VACUUM INTERFACE VALVE INCLUDINGFLEXIBLE COUPLINGSBREATHER BELL INCLUDINGASSOCIATED PIPEWORK ANDFASTENING BRACKETS

SUCTION KIT INCLUDING DN80 PVCSUCTION PIPE, DN50 PVC SENSOR PIPE,CONNECTING TUBES AND SS FASTENINGBRACKETS


ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




DN1800 COLLECTION CHAMBER WITHTWO VACUUM INTERFACE VALVES DN150

& DN225 SEWERS, 1.8 & 2.4m DEEP.TYPICAL EXAMPLE WITH DESIGN DETAIL

PLAN - ELEVATION

BREATHER ASSEMBLY

CENTRE OF PIT

BO

UN

DARY

VACU

UM

SEW

ER

DN100 PVC

BO

UN

DARY

VACU

UM

SEW

ER

COUPLING

GRAVITY SEWER FABRICATED WYE

COUPLING

-ASECTION

-AA

-

200

TYP

NOMINAL CENTRE OFVACUUM MAIN

VARIES

PRIVATE PROPERTY

INVERT

LEVEL

VARIE

S

F.S.L

700 N

OM

CO

VER

165

INSIDE Ø703

Ø1066

Ø1244

60

400

100442 91

TYPICAL PROPERTY

DN

150

VACUUM SEWER

INSPECTION OPENING

RESERVE BOUNDARY

PROPERTY CONNECTIONS

500

500

500

LOT BOUNDARY

PIPE PENETRATION THROUGH

'H'

COLLECTION CHAMBER WALL DETAIL

PRO

PERTY

BO

UN

DARY

ROAD RESERVE

SEALANT APPROVED BYSEGMENT MANUFACTURERAPPLIED IN ACCORDANCEWITH MANUFACTURER'SINSTRUCTIONS

NOTE: FOR DN150 PIPE, 'H' =178 WITH 165 x 14 SEALINGRING FOR DN225 PIPE, 'H' =279 WITH 230 x 19 SEALINGRING

PIPE TO FINISH FLUSHWITH INSIDE FACE OFCOLLECTION CHAMBER

CHLOROPRENE ORSTYRENE BUTADIENERUBBER SEALINGRING

CONNECTION LAYOUT

GRAVITY SEWERS ASREQUIRED

ROAD

REFER RETICPLAN FOR

ALIGNMENTS

CLASS B ACCESSCHAMBER COVER

DN80 FLEXIBLE VACUUMRATED PVC PIPE


RRJ PVC PIPE SOCKETFITTED IN CORE HOLE ANDANNULUS FILLED WITHEPOXY MORTAR

DN50 PVC SENSOR PIPE

OFF CENTRE PIPEPENETRATION

MIN GRADE 1:60

FLEXIBLECOUPLINGS

DN80 FLEXIBLEVACUUM RATEDPVC PIPE

VACUUMINTERFACEVALVE

COLLECTIONCHAMBER

GRAVITY SEWERDN150 PVC

FABRICATED WYECOUPLING

BOUNDARY

NOTES1. SEQ-SP REQUIRE ALL INTERFACE VALVES TO BE

PROVIDED OUTSIDE CHAMBER IN SEPARATE PITSAS PER DRG. SEQ-VAC-1200-1.


3. ALL DIMENSIONS ARE IN MILLIMETRES UNLESSSHOWN OTHERWISE.

4. ADDITIONAL INFORMATION PROVIDED INSEQ-VACUUM ADDENDUM WSA-06-2008 SERIESCOMMENTARY

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC


COLLECTION CHAMBERSERVICE CONNECTION, TYPICAL PROPERTYCONNECTION LAYOUT & PIPE PENETRATION SEQ-VAC-1206-1 A



THROUGH COLLECTION CHAMBER WALLDETAILS.

CONTROL PANEL

TO RISING MAIN

VACUUM RECORDER

VACUUM SWITCH

VACUUM GAUGE

VACUUM LINE FROM PUMPS

VACUUM VESSEL

FSL

VACUUM STATION

SECURITY FENCE

ACCESS ROAD AND PARKING

-ASECTION

PLAN

TOILET

A- -

A

NOTES

TO ODOURCONTROL SYSTEM

TO ODOURCONTROL SYSTEM

GALVANISEDSTEEL/ALUMINIUM GRATINGSTEPS AND HANDRAILS

ACTUATEDVALVES(SCADACONTROLLED)

LIFTING BEAMS ONPUMP CENTRELINES

MOISTURE REMOVALVESSEL. (REFERNOTE 2)

A

A

A

A

A ACTUATOR

SW

ITCH

BO

ARD

1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN OTHERWISE.2. MOISTURE REMOVAL VESSEL ON DISCHARGE SIDE FOR LIQUID PUMP AS SHOWN ON INLET FOR SLIDING VANE VACUUM GENERATOR.3. BRICK / CONCRETE BLOCK, TILED ROOF CONSTRUCTION FOR MAXIMUM SOUND ATTENUATION.4. FLOOR LEVEL TO MEET REQUIREMENTS OF SEQ SP WHERE THESE REQUIREMENTS EXCEED THE BUILDING CODE.5. SEQ-SP REQUIRE ALL INTERFACE VALVES TO BE PROVIDED OUTSIDE

CHAMBER IN SEPARATE PITS AS PER DWG. SEQ-VAC-1200-1.6. VACUUM SEWERS WILL ONLY BE USED TO SERVICE AREAS NOMINATED BY

THE RELEVANT SEQ-SP.

WORK BENCH ANDWASH TROUGH

INCOMINGVACUUM SEWERS

OUTLET FROM INTERFACE VALVEIN COLLECTION CHAMBERCONNECTS TO SEWER

VACUUM GENERATOREXHAUST TO ODOURCONTROL BIO FILTER

VACUUMGENERATOR

LIFTING BEAM RUNSTHROUGH REMOVABLEDOOR PANEL

VALVES COMPLETE WITHFLOORSTANDS AND HANDWHEELS

150 DIAMETER VACUUM GAUGEFOR EACH INCOMING SEWER

F.L. - SEE NOTE 4

SEWAGE PUMPON PLINTH

ROOF VENTAT EACH END

MAKE UPWATER TANK

VACUUMGENERATOR

ORG DATE:


DRAWING No. VERSION


QUU UWRCCLCC




VACUUM STATION LAYOUTHORIZONTAL VACUUM VESSEL

(VENT NOT SHOWN)

-

A A

-

A

A

RISING MAIN

VACUUM VESSEL

VACUUM SEWER

SEWAGE PUMPS

FSL

VACUUM STATION

SECURITY FENCE

ACCESS ROAD AND PARKING

-

A

SECTION

PLAN

VENT

NOTES

TO ODOUR

CONTROL SYSTEM

ACTUATED VALVE

(SCADA CONTROLLED)

MOISTURE REMOVAL

VESSEL. (REFER

NOTE 2)

SW

ITCH

BO

ARD

1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS SHOWN OTHERWISE.

2. MOISTURE REMOVAL VESSEL ON DISCHARGE SIDE FOR LIQUID PUMP

AS SHOWN ON INLET FOR SLIDING VANE VACUUM GENERATOR.

3. FLOOR LEVEL TO MEET REQUIREMENTS OF SEQ SP WHERE THESE

REQUIREMENTS EXCEED THE BUILDING CODE.

4. SEQ-SP REQUIRE ALL INTERFACE VALVES TO BE PROVIDED OUTSIDE

CHAMBER IN SEPARATE PITS AS PER DWG. SEQ-VAC-1200-1.

5. VACUUM SEWERS WILL ONLY BE USED TO SERVICE AREAS NOMINATED

BY THE RELEVANT SEQ-SP.

F.L. - SEE NOTE 3

MAKE UP

WATER TANK

VACUUM

GENERATOR

ACTUATED VALVE

(SCADA CONTROLLED)

VENT

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-VAC-1301-1 A

1/1/2013

NOT TO SCALE


VACUUM STATION LAYOUT

VERTICAL VACUUM VESSEL

Documents

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