MRWA WATER SUPPLY STANDARDS

VERSION NO.ISSUED

MELBOURNE RETAIL WATER AGENCIES

DATE:

DATE:

CHECKED:DRAWN:DESIGNED:

1 2 6 7 8 9 10 12113 4 5

H H

CWW

SEW

YVW

DATENAME APPROVED:

CWW

SEW

YVW

DATENAME

APPROVEDDATEDESCRIPTIONREV

A

1 2 63 4 5

B

C

D

A

E

F

G

1 2 6 7 8 9 10 12113 5

A

B

C

D

E

F

G

H

R. JAGGERR. JAGGER

B. VANOSC. PAXMANJ.TOMASI

R. CARRUTHERS

D. ERREYFIRST DRAFT1 CP / JT / RJ D. O'DONOVAN

01/09/1601/09/1601/09/16

01/09/1601/09/1601/09/16

01/05/16

2016

NOT TO SCALE

MRWA-W-0002

WATER STANDARDS INDEX

01/08/201601/08/2016

2 PUBLISHED FIRST ISSUE 1/12/16 CP / JT / RJ

MRWA-W-100

TABLE 000-A: 100 STANDARDS- DESIGN TEMPLATES, COMPONENT INFORMATION AND PIPELINE ARRANGEMENTS

MRWA-W-103

MRWA-W-104A

MRWA-W-102B

MRWA-W-105

MRWA-W-107

MRWA-W-104B

MRWA-W-106

MRWA-W-109

MRWA-W-108

MRWA-W-101

MRWA-W-102A

MRWA-W-111

STANDARD NO. STANDARD NAME

Design template- notes, schedules& locality plan

Design template- example detailedplan

Design template- example detailssheet

Pipe and joint requirements

Pipeline restraint options & fittingarrangements

Concrete thrust restraintbranches-bends & PE intersections

Distribution main divide valve andbypass

Installation of >=DN100 offtakes toexisting mains

Installation of DN40PE to DN63PEofftakes

Dead end polyethylene reticulation

Polyethylene sub-main details

Offtake fitting requirements for DN63PE, DN50PE andDN40PE offtakes from > DN100 mains

Dual water concrete restraint options described alongwith dual water PE intersection design requirements

Symbols to be used in detailed component schematicdiagrams

Design requirements for dead end PE mains of DN63PE,DN50PE and DN40PE diameter

Fitting requirements for DN63PE, DN50PE and DN40PEmains (valves, hydrants, tapers and flushing boxes)

Design details to be produced in line with the examplesshown

RELEVANCE

Designs to be produced in compliance with this template.The fonts, line weights and colours shown shall be used

Examples and requirements for larger main divide valveand bypass pipework described

· D refers to the designer and C refers to the constructor. Items with more ticks indicate that this standard would likely be referred to more often.· These tables provide guidance into what standards the MRWA believe to be most relevant to each party within the asset creation process.· It is however, expected that all parties become familiar with all the requirements.

Design requirements and limitations of rubber ring joint,restrained joint and high shrinkage pipelines described.Requirements of fittings on each are also described.

Design notes & schedules to be produced in compliancewith this template. Magenta text is provided as an example

Acceptable pipe and joint options are nominated.Pipe material and PE jointing preferences provided

Property service arrangementsMRWA-W-110 Requirements for the location and installation of residentialproperty services

Tapping Under Pressure and Cut In connectionrequirements described

GENERAL NOTES ON THE 000 TABLES:· The following standards provide detailed requirements on the design and construction

of City West Water, South East Water and Yarra Valley Water water supply assets.· The standards encompass drawing, specification and commentary information.· The standards provide deemed-to-comply solutions, however they will not suit all

circumstances or overcome all problems.· In non standard situations, designers and contractors are encouraged to optimize

outcomes through design innovation.

· Authorization from the Water Agency will be required where non-standard solutionsare proposed.

· Where Preferences are given, higher order preferences shall be adopted unless thereis a compelling reason to do otherwise.

· All numbers are in mm unless otherwise stated.· All products used in construction shall be listed in the MRWA products portal for the

relevant Water Agency and the products shall be used within the stated limitations andconditions of use.

MRWA WATER SUPPLY STANDARDS

KEY CODE REFERENCES

Water component symbol library

MRWA-W-300A

MRWA-W-302

MRWA-W-303

MRWA-W-301

MRWA-W-305

MRWA-W-307

MRWA-W-306A

MRWA-W-308

MRWA-W-300B

MRWA-W-300

Shut off block design examples

Valve and hydrant markingarrangements

Valve and hydrant marking details(CWW and SEW)

Valve surface arrangements

Hydrant and washout surfacearrangements

Hydrant and air valve fitting details

Flange arrangements

Scour arrangements

Swabbing and extension of newmains

Shut off block design MRWA-W-304B Hydrant and air valve examples

MRWA-W-306B Flange details

D

MRWA-W-209

MRWA-W-211

MRWA-W-200

MRWA-W-213

MRWA-W-202

MRWA-W-201

MRWA-W-203

MRWA-W-210

MRWA-W-204

MRWA-W-205A

Trench bulkheads and trenchstops

Bridge crossings

Underground crossings

Trenchless construction

Trenchfill

Trench dimensions andarrangements

Embedment

Thrust restraint area

Single main concrete restraints &PE main thrust restraint

Soil classification guidelines &AHBP

MRWA-W-212

Restrained jointsMRWA-W-207

MRWA-W-214

Curves and deflections

Water assets around retaining walls

MRWA-W-208 Sloping mains and trench drainage

Timber-recycled plastic thrustrestraints & valve support

MRWA-W-206

MRWA-W-205B Dual main concrete restraints

MRWA-W-205C Vertically cantilevered concreterestraints

DC

D

DC

D

DC

DC

D

DC

D

DC

DC

DC

DC

TOPIC(S) COVERED

Offtake fitting requirements for DN32PE and DN25PEofftakes from > DN40 mains

TABLE 000-B: 200 STANDARDS- PIPELINE STRUCTURAL REQUIREMENTS AND CROSSINGSSTANDARD NO. STANDARD NAME

Estimation of AHBP to aid in the determination ofconcrete / timber thrust anchours

Design and construction requirements for mains laid at> 5% grade. Drainage arrangements at trenchstops

Construction details of bulkheads and trenchstops whichare required for mains laid at >5% grade

RELEVANCE

Suitable embedment systems and materials for differentsituations and pipe sizes

Lengths of restrained main required to control differentfitting arrangements

Acceptable dimensions and main placement within thetrenches. Cover, width & separation of mains described

Design and construction of cantilevered concrete thrustrestraints for when inline & plain anchours are not suitable

Material and placement requirement of embedment andbackfill in trenches

Calculation of thrust restraint area and some typical sizes

Design and construction requirements for water mainscross major roads, waterways, drains, tram or rail

Set up and placement of timber - recycled plastic thrustrestraints and valve installation details

KEY CODE REFERENCESTOPIC(S) COVERED

Design and construction requirements for water mainscrossing bridges

Limitations and preferences for water mains whichrequire deflection or are to be laid along a curve

Design, geotechnical and construction requirements forwater mains to be installed by trenchless techniques

Design and construction of water mains which are laidadjacent to or under retaining walls

DC

DC

DC

DC

DDC

DC

DC

C

D

DC

C

DC

DC

DC

DC

TABLE 000-C: 300 STANDARDS- FITTING ARRANGEMENTS & 400 STANDARD-STEEL PIPELINE JOINTINGSTANDARD NO. STANDARD NAME RELEVANCE KEY CODE REFERENCESTOPIC(S) COVERED STANDARD NO. STANDARD NAME RELEVANCE KEY CODE REFERENCESTOPICS COVERED

MRWA-W-400 Steel pipeline jointing

D

D

C

C

C

DC

C

C

C

DC

DC

C

Single pipeline concrete thrust restraint construction details

Dual pipeline concrete thrust restraint constructiondetails

MRWA-W-304 Hydrant and air valve arrangements DC

MRWA-W-301B Valve and hydrant marking details(YVW) C

Installation of DN25PE and DN32PEofftakes

Further valve and hydrant placement examples provided

The location and type of valve and hydrant markingsrequired in different situations is described

CWW and SEW valve and hydrant marking size, colour,material and installation requirements are described

Installation of trafficable and non-trafficable valve shrouds,spindles and covers are described

Installation details for different main connection, hydrantand air valve situations

Installation, coating and wrapping requirements of flanges

Different scour offtake and outlet arrangements and detailsprovided

Temporary and permanent end of mainarrangements and swabbing requirements

Valve and hydrant placement process and requirementsdescribed and an example relevant to CWW is shown

Examples provided to illustrate MRWA-W-304 in use

Flange fastening and PE stub flange connection details

Welding and protective coating details provided

Guide to help decide: hydrant or air valve or both, where tolocate the fittings(s) and what installation detail to be used

YVW valve and hydrant marking size, colour,material and installation requirements are described

Installation of hydrant, all in one valve controlled hydrantand washout shrouds, spindles and covers are describedC

DC

1.2.5.3, 9.2

4.1, 4.3, 4.4, 4.5, 4.6, 5.2.4, 15.1, 15.21

7.9.5, 15.7

1.2.5.3, 9.2

8.2.3

5.9, 5.11.2, 13.7, 15.5, 15.8, 22.1, 22.2

7.9.5, 15.7

5.9, 5.11.2, 13.7, 15.5, 15.8, 22.1, 22.2

5.2.4, 5.10, 15.4

5.2.4, 5.10

1.2.5.3, 9.2

1.2.5.3, 9.2

5.11, 15.8

5.11, 15.8

8.1, 8.2, 8.8

8.2, 8.10, 15.4, 15.5.4.1, 15.13, 22.2

5.4.15, 8.2, 8.8, 8.10, 8.11, 15.4, 15.5.5,15.18

8.1, 8.2, 8.8

5.4.15, 8.2, 8.10, 8.11, 15.4, 15.5.5, 15.18

5.4.15, 8.2, 8.8, 8.10, 8.11, 15.4, 15.5.5,15.18

7.10, 15.9, 15.10

5.4.9, 7.8

7.9.1, 13.11

2.10, 5.4.9.2, 5.5, 13.13, 15.12.3, 15.15,17.3

5.4.2.3, 5.4.16, 5.6, 7.4, 14, 16, 17, 19.3

5.4.1, 7.4, 14, 16, 17, 19.3

5.4.9.1, 7.4,7.5.1, 7.6, 16

5.4.9, 5.4.10, 5.4.11, 15.15

7.9, 15.7

7.9, 12.5, 15.7

5.4.14, 5.12.6, 15.2

7.9.5, 15.7

5.4.13, 5.12.1, 5.12.4

7.10, 15.9, 15.10

7.9.2.4, 15.7

7.9, 12.5, 15.7

7.9, 12.5, 15.7

8.8, 8.10, 15.4, 15.13

7.9, 12.5, 15.7

8.6, 15.14

4.3.6, 4.6.5, 7.9.2.3, 7.9.6.5, 12.8, 15.19,15.20

5.10, 8.2, 8.7, 8.8.9, 8.9, 15.4, 18.1, 18.2,18.3, 22.1

7.9, 12.5, 15.7

4.3.6, 4.6.5, 7.9.2.3, 7.9.6.5, 12.8,15.5.5, 15.19, 15.20.2

4.6, 15.20

7.9, 12.5, 15.7

LOCALITY PLAN

INSTRUCTIONS ON USING THIS DESIGN TEMPLATE SHEET &EXAMPLE DESIGNS:A. Text in blue italics is instructional information for the designer to act

on.Once the action has been completed, the blue italics text should beremoved.

B. Non italics text colored black is part of the design template and shallremain in place if relevant.

C. Non italics text colored magenta is provided as an example only andshall be removed or modified to be specific to the design beingproduced.

D. The template & example design is split into 3 parts(MRWA-W-101,102 &102B)1.Part 1 (MRWA-W-101, this sheet) shall include all notes and a

locality plan. This part is a TEMPLATE which shall be filled in aspart of all water pipeline designs. Much of the notes text isprovided and will likely remain consistent across all jobs. All notesmust be confirmed by the designer and only included if relevant.Job specific requirements outside of those already quoted must beadded by the designer. The intent is that all of Part A fit on onesheet and be readable when printed on A3 paper.

2.Part 2 (refer to MRWA-W-101A which is an EXAMPLE thatdemonstrates the layout, line and text requirements) which is tocontain the design drawing(s) which shall take up the whole pageand have a maximum scale of 1:500 on A1 paper (equivalent to1:1000 on A3 paper, which is readable). There may be a numberof sheets to Part 2 depending on the size of the design).

3.Part 3 (refer to MRWA-W-101B which is an EXAMPLE thatdemonstrates the layout, line and text requirements) shall containall schematic enlargements (details) which show constructioncomponents and how they are to be configured. Schematicenlargements will be required when there are more than six (6)fittings in close proximity (ie: 5 meter diameter circle) or a nonstandard arrangement is proposed (this often occurs at valve andhydrant clusters).

E. All symbology used in Parts 2 & 3 must be as shown in standarddrawing MRWA-W-100.

F. MRWA-W-100 & 101 are available in CAD and MS Word format fromthe water agency for adjustment & issuing to contractors.

G. All works are to be designed in accordance with WSA 03- 2011MWRA edition.

H. Sewer designs shall not be included in DW & NDW designs.

- Vertical clearance between water mains shall depend on the larger main diameter.- Water mains shall cross over sewers and drains unless shown otherwise.- Maintain additional clearance from High Voltage electrical cables to allow for a protective barrier and marking.(The designer shall contact the power utility and specify HV cable clearances and protective barrierrequirements in the design)

Non-Drinking MainDrinking Main

LengthLengthClassTypeSize (DN)New Work

268m269m16PVC-O or PVC-M15075m63m16100

(Write in appropriate and acceptable pipe materials)

PVC-O or PVC-M

56m32m

1616

6350

PE100PE100

40 PE100 16 32m

ReferenceMATERIALPVC-MPVC-O

WSA-PS-209WSA-PS-210

Location Water Gas NBN Elec Poles3.65 W 2.75 W 4.25 E 4.75 E 5.05 E

ND-Water3.2 WISON ROAD (SERVICE ROAD)

SPRINGWOOD CRTFIRECREST ROAD

2.55 W 1.75 W 1.75 E 2.05 E 3.05 E2.15 W2.55 E 1.75 E 1.75 W 2.05 W 3.05 W2.15 E

GOODENIA AVENUE 2.65 N 1.75 N 1.75 S 2.05 S 3.05 S2.2 N

ANo. LocationsTypeLocation

IN LINE 21.16 (tot)2 x DN150 VALVES

C

CANTILEVERED

12 x DN100 WASHOUTSD 12 x (DN100 VALVES + PE THERMAL SHRINKAGE)E 12 x DN150 VALVESF 32 x DN150 WASHOUTS

Thrust

PLAININ LINE

Existing or proposedService

Minimum verticalclearance (mm)

Teleco conduits and cables 150150Gas mains

Electricity conduits and cables 225Water mains >DN375 300Water mains < DN375 150

Stormwater drains & pits 150Sewers - gravity 500Sewers - pressure & vacuum 300

General Notes:1. Only contractors accredited by City West Water (enter the

Water Agency) to WC1 (enter the categories of workrequired for this project) shall be eligible to construct theseworks.

2. Only products approved and catalogued by the WaterAgency shall be used.

3. Works must be constructed according to WSA 03- 2011MRWA edition.The Contractor shall ensure that they are conversant with allcurrent revisions, amendments and updates that the relevantWater Agency has made to their standards.

4. DW and NDW assets shall only be constructed after deeperassets affecting the water mains have been constructed (eg:sewerage & drainage assets).

5. This design is to be read in conjunction with road anddrainage plans.

6. The Contractor shall obtain a road opening permit for anyworks within the road reserve and comply with allrequirements of the road owner.

Survey, Set Out and Asset Recording7. Temporary Bench Marks (TBM) for the set out of works to

the Australian Height Datum (AHD) are provided in thedesign drawings. (The designer shall mark all TBMs onplans)

8. All levels are in metres to AHD.9. All co-ordinates are in metres to the Map Grid of Australia

(MGA 55- 94).10. The Contractor is directly responsible for ensuring the project

set out is consistent with the design. Should actual siteconditions conflict in any way with that documented, theContractor shall contact the Superintendent for clarificationbefore proceeding.

11. The Contractor is to engage a suitably qualified andexperienced Surveyor to undertake asset recording of thework. All surveyor works and data recording shall beundertaken in accordance with the MRWA survey manual.

12. All specific pipe materials (eg: PVC-O) shall be indicated inthe As Constructed information

Products and Materials (Refer Table 1 & 2)(Consult with the Water Agency where test pressures exceed 1600kPa. Where a higher test P is accepted, provide instruction to theConstructor on the products and materials to be used)13. DW and NDW system components shall be differentiated as

per section 4.2 of WSA03-2011, MRWA edition. (Remove ifnot a Dual Water design)

Appurtenances (Fittings- Refer Table 3)14. (insert any relevant notes here)

Water Main Alignment, Trenching & Cover (Refer Table 5)15. Offsets of mains from property boundaries shall be; min

600mm (mains < DN100) and min 1m (mains > DN100).16. All water mains shall pass over drains and sewers unless

shown otherwise in the design drawings.(Designer is to ensure that wherever practical, water asset offsetscomply with those stated within the "Road Management Act 2004Code of Practice for Infrastructure in Road Reserves").

Embedment17. (Nominate acceptable embedment system(s) and nominate

where each is required.)

Backfill18. (Nominate the road owner's backfill material and compaction

requirements (ie: Vicroads or Council) for road reservebackfill.)

19. Non trafficable backfill shall be completed as perMRWA-W-201 and the current version of the MRWA BackfillSpecification.

Thrust Restraint (Refer Table 6)20. Thrust restraints have been designed on the basis of the

AHBP (ground strength) nominated in TABLE 6. TheContractor shall confirm the actual ground conditions anddiscuss with the Superintendent any ground conditions whichare found to be different to that nominated. (Designer toundertake a Geotechnical investigation and quote (in Table6) the AHBP of the ground used in calculating each thrustrestraints, especially for thrust restraints > 2m²)

Property Services21. NDW property services shall always be located on the left of

the DW property service as you look from the road to thefront of the property. (Remove if not a Dual Water design)

Connections (All types)22. All property service connections to new residential RRJ

reticulation mains are to be completed using pretappedconnectors.

Other Services (Ref- Table 5 & 7)23. To receive the most up to date information prior toconstruction, “Dial before you Dig” shall be undertaken to aidin the location of other services.Other services shall be carefully located prior to fullexcavation at the contractor's cost.Any clashes of proposed new works with other assets shallbe reported to the Superintendent immediately forclarification.

24. Clearances to other services shall be as per Table 7 andTable 5.5 of WSA03- 2011 MRWA edition. These clearancesshall apply to surface covers as well as underground assets.

Earthworks and Retaining Walls:25. In areas subject to earthworks, construction of water assets

shall not commence until earthworks and retaining walls hasbeen completed unless written approval has been given bythe Water Authority.

Testing, Asset Acceptance and Live Connections26. Post construction activities (of both DW & NDW) such as

swabbing, water quality testing, pressure testing andchlorination shall be carried out in accordance withWSA03-2011 MRWA edition and the MRWA Water QualityCompliance Specification.All test results shall be documented and reported to theSuperintendent.

27. The Water Agency shall be notified in writing 2 full workingdays in advance of testing being undertaken.

28. Both ends of DW and NDW main to meter property servicesshall be inspected by the Water Agency.The Water Agency shall be notified in writing 2 full workingdays in advance of this inspection being carried out.Both ends of DW-NDW main to meter property services areto remain exposed until inspected by the Water Agencycompliance officer. (Remove this note if not a Dual Waterdesign).(insert if YVW)- Each property service shall be "squirttested". This test involves placing each network underpressure separately and ensuring that only the end of thecorrect property service discharges water.

29. The Contractor's ITP shall include provision for each NDWconnection to be signed off as correctly installed.(Remove if not a Dual Water design).

30. The Water Agency shall be notified in writing 5 (if CWW orSEW) / 9 (if YVW) full working days in advance ofconnection to the live network being undertaken.Shut down work shall be as short as practical and scheduledto commence at 9am on working days with completion tooccur no later than 4pm.In industrial and commercial areas, the impact on businessshall be considered and it may be necessary to carry out thework outside normal working hours.

(insert if YVW)- Shut downs shall be limited to 4 hours induration. Arrange for alternate supplies should the shut downduration exceed 4 hours.

31. Valves connecting new assets to the Water Agency's livesystem shall not be operated by the Contractor.

DESIGN HEAD:

TEST PRESSURE: 1200 kPa

93 m

ZONE:RESIDENTIAL

NDW - CWW

7m N of SBL of Lot 2459

3m S of NBL Lot 2450

GOODENIA AVEGOODENIA AVE

GOODENIA AVEGOODENIA AVE

SPRINGWOOD CRT

FIRECREST ROAD

ISON ROADISON ROAD

Street LocationFitting Type

FOR THE DURATION OF PROCLAIMED WATERRESTRICTIONS, THE CONTRACTOR SHALL CONFORM

WITH THE RESTRICTIONS AND ANY OTHER WATERCONSERVATION REQUIREMENTS IMPOSED BY THE

WATER AGENCY.

ISSUED FOR

CONSTRUCTION

WARNINGBEWARE OF UNDERGROUND SERVICES

THE LOCATION OF UNDERGROUND SERVICES AREAPPROXIMATE ONLY AND THEIR EXACT POSITIONSHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

WARNINGBEWARE OF ASBESTOS

SOME UNDERGROUND SERVICES MAYBECONSTRUCTED FROM ASBESTOS CONTAINING

MATERIAL. CONTACT THE SUPERINTENDENT FORINSTRUCTIONS ON HOW TO MANAGE ANY POTENTIAL

ASBESTOS HAZARD

TABLE 1. New Pipe Schedule

TABLE 2. Pipe Material Schedule

TABLE 3. Hydrant & Washout Schedule

Existing or proposedService

Minimum verticalclearance (mm)

TABLE 5. Service Alignment Schedule (offsets in m)

TABLE 6. Thrust Restraint Schedule

TABLE 7. Vertical Clearances

ReferenceMATERIALPE (retic & submain) WSA-PS-207PE (property services) WSA-PS-215

25 PE100 16 Property Services Property Services

Pipe Lengths (m)Total Pipe Length (m)Offset / Radius (m)MethodLocation12 x 5m5 x 6° SOC Bends 100m radius 60

TABLE 4. Curved Pipe & Deflection Schedule (Produce in accordance with MRWA-W-212)

PLAIN

AHBP (kPa)USED

Area (m2), orW(m) x Y(m)

50

1005050

SCALE: 1:20,000

MELWAYS: 12 A3

WASHOUTWASHOUTHYDRANTHYDRANTHYDRANTHYDRANT

End of Line

SPRINGWOOD CRTSPRINGWOOD CRT

FIRECREST ROADFIRECREST ROADFIRECREST ROAD

ISON ROADISON ROAD

Main Size15015015015010010063 PE

WASHOUTWASHOUTHYDRANTHYDRANT

100100100100

HYDRANTHYDRANTWASHOUTWASHOUT

150150150150

In LineIn LineIn LineIn LineIn LineEnd of LineEnd of LineEnd of LineIn LineIn LineIn LineIn LineEnd of LineEnd of Line

NDW - CouncilDW

DWNDW - CouncilDWNDW - CWW

Ownership Location

NDW - CWW

NDW - CouncilDW

DWNDW - CouncilDWNDW - CWWDW

5m N of SBL Lot 2450

2m E of WBL Lot 24484.5m E of WBL Lot 24485m E of WBL Lot 24457.5m E of WBL Lot 2445

3.5m S of NBL of Cnr Lot

3.5m N of SBL Cnr Lot1m N of SBL Cnr Lot

3.5m S of NBL Lot 24381m S of NBL Lot 24386m N of SBL Lot 24383.5m N of SBL Lot 2438

1m N of NBL of Cnr Lot

B PLAIN 10.56 (tot)2 x DN150 x DN100 TEES 50

BOK5.70 W

3.60 W3.6 E

3.60 N

FLUSHINGBOX

Eg only

0.56 (tot)0.80 (tot)

0.56 (tot)1 x DN100 TAPER + VALVEIN LINE 0.30 (tot)G 250

1001.6 x 1.5

A

1 2 6 7 8 9 10 12113 4 5

1 2 6 7 8 9 10 12113 4 5

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

DRAWING No.:SHEET:

SCALE: @A3

REV

APPROVEDDATEDESCRIPTIONREV TM

SOUTH EAST WATERDATE:

DATE:

CHECKED

DRAWN

AUTHORISEDDATE: DATE:

DESIGNED PROJECTNUMBER

MELWAYREFERENCE

APPROVEDDATEDESCRIPTIONREV

Remove the irrelevant Water Agency Logos or turn off relevant layer

MRWA-LOGO-CWWMRWA-LOGO-SEWMRWA-LOGO-YVW

MRWA-TEXT-OFF

CITY WEST WATERYARRA VALLEY WATER

MRWA-W-101 0

AS SHOWN

1 OF 5MUNICIPALITYPROJECT TITLE

NOTES, SCHEDULES & LOCALITY PLAN

A.BCDEFGH

123 A1

000000

A.BCDEFGH

11/22/3333

11/22/3333

A.BCDEFGH11/22/3333

A.BCDEFGH11/22/3333

9m16125 PE100 10m

1

.

4

1

.

4

1

.

4

1

.

4

1.4

1.4

5.0

NDW NDW

G

O

O

D

EN

IA

A

VE

N

U

E

FIR

EC

R

ES

T R

O

AD

P

S

M

S

2437

2438

2439

2440

2442

2444

2446

2448

2458

2454

2452

2451

2450

2449

1:150 F

-E

1:150 F

-E

1:1

50 F

-E

1:150 T

-F

1:150 T

-F

1:1

50 F

-E

1:1

50 F

-E

1

I

N

1

5

0

E

-

F

R

E

G

F

-

F

R

EG

F

-E

G

W

R

D

W

2447

2445

2443

2441

2453

2456

2457

2455

SP

R

IN

G

W

O

O

D

C

R

T

DN

100 P

VC

-(O

/M

) - 23m

FU

TU

R

E S

TA

G

E X

XX

FU

TU

R

E S

TA

G

E X

XX

FU

TU

R

E

FU

TU

R

E S

TA

G

E 118B

D

N

100 P

VC

-(O

/M

) - 22m

R

EM

O

VE

150 W

AS

H

O

U

T (N

D

W

)

R

EM

O

VE

150 W

AS

H

O

U

T (D

W

)

150 P

VC

(DW

)- 10/1

325

DN

150 P

VC

-(O

/M

)- 18m

6

0

0

D

3

0

0

D

4

5

0

D

3

7

5

D

IS

O

N

R

O

AD

(S

ER

VIC

E R

O

AD

)

44.0

43.5

IS

O

N

R

O

AD

(S

ER

VIC

E R

O

AD

)

D

N

100 P

VC

-(O

/M

)- 40m

C

D

N

D

W

B

D

N

150 P

VC

-(O

/M

)- 18m

44.0

4

4

.

5

44.5

4

4

.0

F

A

ST

AG

E X

XX

4

6

.5

4

5

.0

4

4

.5

4

4

.0

N

D

W

D

W

N

D

W

D

W

ND

W

DW

ND

W

D

W

ND

W

D

W

ND

W

DW

N

D

W

D

W

N

D

W

D

W

DW

ND

W

D

W

ND

W

ND

W

D

W

2459

2460

2461

2462

2463

2464

FU

TU

R

E

ST

AG

E X

XX

ND

W

D

W

D

W

ND

W

D

W

N

D

W

ND

W

D

W

D

N

40 P

E

- 49m

N

D

W

D

W

N

D

W

D

W

N

D

W

D

W

DW

D

W

N

D

W

DN

50 P

E - 42m

D

N

6

3

P

E

-

6

9

m

N

D

WD

W

GF

NDW

G

D

W

ND

W

ND

W

DW

DN

150 P

VC

-(O

/M

)- 8m

D

N

150 P

VC

-(O

/M

)- 8m

RE

FE

R F

IG

UR

E 1

09-DR

EF

ER

FIG

UR

E 1

09-E

D

N

100 P

VC

-(O

/M

)- 17m

E

F

1.4

1.4

1.4

1.4

5.0

1.4

1.4

5.0

1.4

1.4

1.4

1.4

1.4

1.4

N

D

W

D

W

D

W

ND

W

5.0

1.4

5.0

1.4

1.4

N

D

W

D

W

A

DN

150 P

VC

-(O

/M

) -

245m

D

N

150 P

VC

-(O

/M

) - 245m

3

3

1

2

2

4

4

5

5

5

1

DN

125P

E - 9m

D

N

125P

E - 10m

R

EF

ER

FIG

U

R

E

109-B

&C

1.4

w

Q

w

Q

w

Q

w

Q

EX

IST

IN

G

ST

AG

E 110

KO

O

M

BA

S

TR

EE

T

150 - 48m

150 P

VC

(N

D

W

)- 1

0/1

325

NDW NDW NDW NDW NDW

IS

O

N

R

O

AD

IS

O

N

R

O

AD

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW

NDW1.4

N

D

W

D

W

DETAIL PLAN

0 10 20 40

Scale 1:1000 @ A3

REFER DETAIL D

Detailed Design Plan to Indicate:

1. All DW & NDW assets (on the same set of plans).

2. All contours (0.5m intervals in flat terrain, 1.0m in undulating terrain, 2.0m in steep terrain).

3. All property boundaries.

4. Red circles for areas covered by details (Details required where there are 6 or more fittings in close proximity (ie; 5 metre diameter circle)).

5. All driveway locations and road pavement boundaries. Only intersection kerb has been shown. All kerb may be shown if preferred.

6. Show other authority assets as follows (focus on assets relevant to the construction of the water network(s) to increase clarity)

- Greenfields development works - show drainage & gas transfer mains. Show any electricity or communications assets on the same side of the road reserve as water mains.

- Existing built up areas (Brownfields areas) - show all drainage, gas, electricity and communications assets where they are close (within 1m) inc crossings (if available).

7. Property services and their ties from nearest property boundaries.

8. All hydrants, valves, reducers, scours, washouts, curves and bends.

9. All thrust blocks (with reference to thrust block schedule item number).

10. North point & scale.

11. Longitudinal section required for all mains > DN300.

12. Roads alignments, road names, allotment numbers & kerbs.

13. Water main sizes, length and type & offsets.

14. Water main offsets at all changes of alignment.

15. Swabbing insertion and removal points.

16. Initial and full surname of designer and design checker.

17. Water Quality sampling points on existing and new water mains (refer to te MRWA Water Quality specification for details).

Show next to property connection (wherever meters are available) or hydrant / washout (where no meters have yet been installed).

18. All retaining walls.

VALVE

REMOVE FITTING

TAPER

LEGEND

CHLORINATION

ELECTROLYSIS

NON RETURN VALVE

ENDCAP

(Designer to bring in all required symbols from MRWA-W-100 into this legend)

FERRULE (MALE OUTLET THREAD)

SWAB DIRECTION

SWAB INSERTION POINT

SWAB REMOVAL POINT

REFER DETAIL C

REFER DETAIL B

Notes to the Designer:

A. Locate valves and hydrants as per MRWA-W-300A & 300B.

B. Only one property service tie need be shown.

C. Place valves and hydrants optimally on retic / distribution mains first before considering property service locations.

FL DUCKFOOT BEND WITH HYDRANT

SOC WASHOUT BEND WITH HYDRANT

WATER AUTHORITY HYDRANT. BELOW GROUND.

COUNCIL HYDRANT. BELOW GROUND.

3

3

A

1 2 6 7 8 9 10 12113 4 5

1 2 6 7 8 9 10 12113 4 5

B

C

D

E

F

G

H

A

B

C

D

E

F

G

H

DRAWING No.:SHEET:

SCALE: @A3

REV

APPROVEDDATEDESCRIPTIONREVTM

SOUTH EAST WATERDATE:

DATE:

CHECKED

DRAWN

AUTHORISEDDATE: DATE:

DESIGNED PROJECTNUMBER

MELWAYREFERENCE

APPROVEDDATEDESCRIPTIONREV

Remove the irrelevant Water Agency Logos or turn off relevant layer

MRWA-LOGO-CWWMRWA-LOGO-SEWMRWA-LOGO-YVW

MRWA-TEXT-OFF

CITY WEST WATERYARRA VALLEY WATER

MRWA-W-102A 0

AS SHOWN

1 OF 5MUNICIPALITYPROJECT TITLE

NOTES, SCHEDULES & LOCALITY PLAN

A.BCDEFGH

123 A1

000000

A.BCDEFGH

11/22/3333

11/22/3333

A.BCDEFGH11/22/3333

A.BCDEFGH11/22/3333

REFER

DETAIL A

RETAINING WALL

w

Q

WATER QUALITY SAMPLING POINT (DUAL WATER)

WATER QUALITY SAMPLING POINT (DW)

WATER QUALITY SAMPLING POINT (NDW)

w

Q

w

Q

G G G G G G G

PROPERTY BOUNDARY

FOOTWAY EDGE

TRENCH WALL

GAS

NDW (DN150)

DW (DN150)

TRENCH WALL

KERB

GG

GG

G

D

D

D

D

D

D

D

D

D

G G G

GG

GA

S

ND

W (D

N150)

DW

(D

N150)

3.0

m

TR

EN

CH

W

ALL

A

SIDE ENTRY DRAIN

SIDE ENTRY DRAIN

NOTES to the Designer.

1. Design details (such as those displayed here) are required whenever there are more than 6 items within close proximity (ie: 5m

diameter circle) or whenever a non standard arrangement is proposed .

An "item" is a restraint block or any hydraulic item which has a separate entry in the products catalogue.

A continuous unchanging length of pipe is considered one item.

2. These detailed drawings are for example purposes only, and while they represent good practice, they are not suitable to be used

without customization.

3. Schematic drawings should be approximately to scale.

4. The designer is to designate when water mains are to go under drains & sewers.

5. Water mains should cross over drains and sewers if possible.

6. Gas main alignments are indicative only. Refer to gas authority for gas asset requirements.

7. Show all road, footpath, driveway, drainage, gas, electricity and communications assets where they are close (within 1m) inc

crossings (if available), plus:

· All Individual items as defined in note 1.

· Distances between items or the position of items relative to surveyed markers (eg: position relative to property boundaries),

· Side entry pits and any other surface features such as Other Authority covers.

G G G G G G G

REFER FIGURE 102-D

DRINKING WATER MAIN

NON DRINKING WATER MAIN

TIE

1.3m

1.6m

1.75m

2.2m

2.65m

2.85m

3.6m

MRWA WATER SUPPLY STANDARDS

REVISION NO.ISSUED

MELBOURNE RETAIL WATER AGENCIES

DATE:

DATE:

CHECKED:DRAWN:DESIGNED:

1 2 6 7 8 9 10 12113 4 5

H H

CWW

SEWL

YVW

DATENAME APPROVED:

CWW

SEWL

YVW

DATENAME

APPROVEDDATEDESCRIPTIONREV

A

1 2 63 4 5

B

C

D

A

E

F

G

1 2 6 7 8 9 10 12113 5

A

B

C

D

E

F

G

H

MRWA-W-102B

NOT TO SCALE

2012 3

EXAMPLE DETAILS

R. JAGGER 13/04/11D. TOLENTINO 13/04/11

X C. RIVETTE 21/03/12X C.PAXMAN 21/03/12X K.DAWSON 21/03/12

X R.CARRUTHERS 21/03/12X G.REYNOLDS 21/03/12X A.COSHAM 21/03/12

1 PRE PUBLISHED DRAFT FOR COMMENT 12/07/11 R.JAGGER

2 PUBLISHED FIRST ISSUE 21/03/12 R.JAGGER

3 RESTRAINT & JOINT ALTERATIONS 1/12/16 RJ / CP / JT

TRENCH WALL

TRENCH WALL

ISON ROAD

KE

RB

K

E

R

B

DEVELOPMENT BOUNDARY

K

E

R

B

S

P

L

A

Y

NOTES on the given examples:

1. If a water main is unable to be placed under / over the drain as

prescribed in the design, consult with the designer for clarification

before proceeding.

2. Refer to thrust restraint schedule for thrust block areas, dimensions

and relevant standard drawings.

3. Examples for Details A & E from MRWA-W-102A are not shown.

>2.0m

E

G G G G G G G G G G G G G G G G

FOOTWAY EDGE

TRENCH WALL

GAS

NDW (DN150)

DW (DN150)

TRENCH WALL

KERB

A

TIE

1.3m

1.6m

1.75m

2.2m

2.65m

2.85m

3.6m

D D D D D D D D D D D

GG

G

B

ND

W (D

N100)

DW

(D

N100)

PROPERTY

BOUNDARY

DN25PE PROPERTY

SERVICE LINES TO LONG

SIDE OF ROAD

GG

GG

GG

GG

GG

G

D D D D D D D D D

PR

OP

ER

TY

B

OU

ND

AR

Y

FO

OT

WA

Y E

DG

E

TR

EN

CH

W

ALL

GA

S

ND

W (D

N125P

E)

DW

(D

N125P

E)

TR

EN

CH

W

ALL

KE

RB

G G G G G G G G G GG G

D

D

D

D

D

D

D

D

D

GAS

NDW (DN150)

DW (DN150)

D

SIDE ENTRY DRAIN

TIE

1.3m

1.6m

1.75m

2.15m

2.55m

2.7m

3.6m

KERB

K

E

R

B

S

P

L

A

Y

S S S S S

G G G

S S S S S S S S S S S S

EXTEND MIN 300 INTO

UNDISTURBED GROUND

>2

.0

m

SIDE

ENTRY

DRAIN

PROPERTY BOUNDARY

1.4m

G

H

DETAIL G1 - SECTION VIEW.CROSSING USING FLANGED TEES

DETAIL H1 - ELEVATION.CROSSING USING FLANGED TEES

DETAIL G2- SECTION VIEW.CROSSING USING CROSSES

DETAIL H2 - ELEVATION.CROSSING USING CROSSES

NOTES ON Figure 102B-D:

1. Flanged tee option requires the branches of two tees to be bolted together so that the run of each

tee is at 90

o

.

2. Flanged tee option requires no thrust restraint (forces are balanced).

3. Crosses option requires that the NDW cross be set lower and that all 4 lines deflect down to it.

GOODENIA AVENUE

GOODENIA AVENUE

GOODENIA AVENUE

FIR

EC

RE

ST

R

OA

D

LOT 2438

F

GOODENIA AVENUE

LOT 2445LOT 2446

PROPERTY BOUNDARY

FOOTWAY EDGE

TRENCH WALL

GAS

NDW (DN150)

DW (DN150)

TRENCH WALL

KERB

1.3m

1.6m

1.75m

2.2m

2.65m

2.85m

3.6m

TIE

Ensure gas main is

located over water

main thrust restraint.

D D D D D D D D DK

E

R

B

Install restraint no closer than

minimum clearance from drain

>2.0m

FIGURE 102B-A: DETAIL B FROM MRWA-W-102A

FIGURE 102B-B: DETAIL C FROM MRWA-W-102A

FIGURE 102B-C: DETAIL D FROM MRWA-W-102A

FIGURE 102B-D: DUAL WATER CROSSES

LEGEND

FSL

FSL

FS

L

FS

L

150 150 150 150

100 100

100 X 22.5°100

100

100 63

CONVERSION FROM PVC / DI TO PE

180

180 180 180

125

125

63

GENERAL NOTES:1. The schematics in this drawing are intended to illustrate how component parts of the water supply

system can be drawn.The schematics do not describe requirements for locating component parts of the system and are notto be used or quoted in designs.

2. Dead ends > DN100 (on residential supply) and > DN150 (on industrial / commercial supply) are onlyacceptable on a temporary basis.

3. For end of line PE pipework refer to drawing MRWA-W-108.4. Where PE is available off a roll (ie: DN63PE) it shall be used to reduce jointing.5. Storage of pipe and fittings must be kept clean and dry as much as practical.

Fittings must be stored in plastic bags or boxed before use.6. Before and after pipe laying, exclusion caps, plugs or blank flanges must be fitted to pipe ends to

prevent contamination.7. Connection of PE to CIOD sized mains requires specific design and will sometimes require custom

made stub flange &/or backing ring &/or reducer. Refer to MRWA-W-306B for details.

FIGURE 103-C: SOCKET - SPIGOT RETICULATION MAIN EXAMPLE SCHEMATIC

FIGURE 103-D: PE RETICULATION MAIN EXAMPLE SCHEMATIC

MRWA WATER SUPPLY STANDARDS

REVISION NO.ISSUED

MELBOURNE RETAIL WATER AGENCIES

DATE:

DATE:

CHECKED:DRAWN:DESIGNED:

1 2 6 7 8 9 10 12113 4 5

H H

CWW

SEWL

YVW

DATENAME APPROVED:

CWW

SEWL

YVW

DATENAME

APPROVEDDATEDESCRIPTIONREV

A

1 2 63 4 5

B

C

D

A

E

F

G

1 2 6 7 8 9 10 12113 5

A

B

C

D

E

F

G

H

MRWA-W-103

NOT TO SCALE

2012 4

PIPE & JOINT REQUIREMENTS

R. JAGGER 13/04/11R. JAGGER 13/04/11

X C. RIVETTE 21/03/12X C. PAXMAN 21/03/12X K. DAWSON 21/03/12

X R. CARRUTHERS 21/03/12X G. REYNOLDS 21/03/12X A. COSHAM 21/03/12

1 PRE PUBLISHED DRAFT FOR COMMENT 12/07/11 R. JAGGER

2 PUBLISHED FIRST ISSUE 21/03/12 R. JAGGER

3 INCLUSION OF MS PIPE TABLE 3/5/12 R. JAGGER

4 INCLUDE FW-GRP PIPE. EXCLUDE PE80 1/12/16 RJ / CP / JT

125 X 22.5°

100 X 22.5° 63

50

SOCKET-SPIGOT PIPE

Timber block toprotect pipe socket

WITNESSMARK WITNESS

MARK

Lever pipe into position untilwitness mark at spigot end is justvisible

Use fork or equivalent to resist the force applied sothat the other laid pipes maintain their position

Y = CHAMFER LENGTH

X

FIGURE 103-A: SOCKET - SPIGOT PIPE INSTALLATION REQUIREMENTS

WITNESS MARK(NOM 6MM WIDE)

FIGURE 103-B: WITNESS MARK & CHAMFER REQUIREMENTS

Normal ground(ie: AHBP > 50 kPa)

DN < 375PIPEWORK

Weak ground(ie: AHBP < 50 kPa)

PE, orRestrained joint DI

PVC-O, or PVC-M,or PE

PE, or DI, orFW-GRP^, orMS (RRJ or Welded*)

Restrained joint DI

DI

NORMALCONDITIONS

CONTAMINATEDGROUND RISK

Normal ground(ie: AHBP > 50 kPa)

DN > 375PIPEWORK

Weak ground(ie: AHBP < 50 kPa)

PE, orRestrained Joint DI,or Welded MS*

Restrained Joint DI,orWelded MS*

DI, orFW-GRP#^, orMS (RRJ or Welded*)

PE, orRestrained JointDI, orWelded MS*

URBAN CENTEROR HIGH RISK

PE, orWelded MS*

TABLE 103-F: PIPELINESYSTEM PREFERENCES

NOTES Regarding TABLE 103-F:A. These are the default pipeline selection options for both DW & NDW systems.

Special or unusual situations may require different design solutions in which case the water agency shall beconsulted.

B. Welded PVC-U can be considered approximately equivalent to PE.C. * Welded MS (mild steel) water mains shall be constructed with cathodic protection.D. ^ FW- GRP not approved by YVW for water supply at time of this standards publication.

# FW- GRP shall be constructed of Vinyl Ester resin when used in contaminated ground.E. Potential contaminated ground is that which may have chemical components capable of leeching though

PVC or PE pipe (typically petroleum products).F. Urban centers are those areas which have adjacent high rise buildings (buildings with 4 or more stories) or

continuous high density retail (eg: Sydney Rd Brunswick, Bridge Rd Richmond).G. High risk mains are those which:

G.A. Are close to high value assets (eg: Tollways, Vicroads roads, bridges, rail lines, tram ways, hospitals,transport hubs), &/or

G.B. Have a higher likelihood of being damaged (ie: heavy traffic, building or ground forces, groundsusceptible to land slip), &/or

G.C. Supply a significant group of customers who for a significant period of time will not have an alternatesource of supply (consult the water agency for advice).

G.D. NDW mains are not generally considered high risk unless the risk of flooding from bursts is high.H. Weak ground is known to exist around estuaries (eg: coode island silt in Docklands, Southbank etc), rubbish

tips, land slip areas and swamps etc.I. Contaminated ground is often found near chemical / fuel storage facilities & shall be avoided where practical.J. Where more than one criteria apply, eg: high risk & contaminated ground, a system which complies with

both requirements shall be used.

> DN125PE&< DN315PE

PE PIPERANGE

< DN125PE 1) Mechanical compression or push fit joints,2) Butt welded joints,3) Electrofusion welded joints.

JOINTING PREFERENCE

1) Butt welded joints,2) Mechanical compression or push fit joints,3) Electrofusion welded joints.

TABLE 103-D: PE PIPE JOINTING PREFERENCES

> DN315PE 1) Butt welded joints,2) Electrofusion welded joints.

TABLE 103-A: ACCEPTABLE SERIES 2 PVC / DI NOMINAL SIZES TABLE 103-B: WITNESS MARK & CHAMFER DIMENSIONS FOR PIPE TO PIPE JOINTS

10 to

15 de

g

RECOMMENDED INSERTION LENGTH

DN PE (NOMINAL & OUTSIDE DIAMETER)TABLE 103-C: ACCEPTABLE DN PE NOMINAL SIZES

APPROXIMATE PE100 PN16 INSIDE DIAMETER

PROPERTY SERVICE ACCEPTED *DEAD END SUB MAIN ACCEPTED

RETICULATION / DISTRIBUTION MAIN ACCEPTED

25 32 40 50 63 125 180 280

20.2 26.0 32.3 40.5 51.0 102 146 228

20 25 32 40 50

355 ^ 400 500 560 630

289 325 407 456 513APPROXIMATE CIOD OR COPPER EQUIVALENT 100 150 225 300 300, or

375 # 375 450 450

CIOD (NOMINAL DIAMETER)

APPROXIMATE OUTSIDE DIAMETER

APPROXIMATE PN16 PVC-O INSIDE DIAMETER

APPROXIMATE PN16 PVC-M INSIDE DIAMETERAPPROXIMATE PN35 DI INSIDE DIAMETER

APPROXIMATE DNPE EQUIVALENT

100 150 225 300 375 450 600 750

122 177 259 345 426 507 667 826

102 157 239 322 401 480 636 790

115 168 245 326

110 161 235 314 387

125 180 280

CIOD (NOMINAL DIAMETER)

PVC-M PIPE DIMENSIONS

100 150 225 300 375 450 600 750

X Y X Y X Y X Y

152 15

PVC-O PIPE DIMENSIONS 146 6

67 12DI PIPE DIMENSIONS

174 18

165 9

80 12

209 22

200 13

90 12

234 26

218 17

100 12

280 30

X Y

110 12 110 12 110 12 140 12

X Y X Y X Y

PIPE SPIGOT

Lower order preferences may only be used where it is not possible / practicable toutilise higher preference joining method(s).Dispensation may be granted to Contractors to perform EF welding instead ofmechanical jointing where the Contractor has suitable experience, equipment andquality controls and can prove that they meet all of the MRWAs EF welding conditions.

315

256

-

* Industrial / commercial property service sizes will be determined at the time of application.^ Not to be used by CWW without approval.# Hydraulic modeling shall be used to determine which of the two sizes is most appropriate.

POLYETHYLENE PIPE SYSTEMS

Temporary dead endwith washout

PVC / DUCTILE IRON (DI) PIPE / FW-GRP SYSTEMS

355, or400 #

400, or500 #

560, or630 #

· Pipe spigots shall be inserted until the witness mark is within 5mm of the socketend while remaining visible.

· Draw witness mark around the full circumference of the pipe with a black, whiteor yellow permanent marker.

· For pipelines inserted into DI fittings, draw witness marks onto spigot ends asper the recommendation of the DI fittings' manufacturer.

NOMINAL DIAMETER

APPROXIMATE OD

APPROX MSCL ID

100 150 225 300 375 450 600 750

114 168 257 337 419 502 660 800

86 140 229 303

825 900 1150

914 972 1200

TABLE 103-E: ACCEPTABLE MILD STEEL (MS) PIPELINE SIZES

385 468 626 756 870 928 1152

200*

219

191

250*

273

245

MINIMUM THICKNESS 4.8 6

500*

559

525

5

1050

1125

107766 6 8 855 55 5 5 5

* DENOTES THAT SEW ONLY USES THIS SIZE STEEL PIPE

APPROXIMATE PN16 FW-GRP INSIDE DIAMETER^ 328 410 489 643 797

^ THE QUOTED FW-GRP INTERNAL DIAMETERS CORRESPOND TO SN10,000 PIPE

FW-GRP PIPE DIMENSIONS 130 11 130 13 130 15 160 18 160 18

405 482 634

GG

GG

GG

D

D

D

D

D D D DD

MRWA WATER SUPPLY STANDARDS

REVISION NO.ISSUED

MELBOURNE RETAIL WATER AGENCIES

DATE:

DATE:

CHECKED:DRAWN:DESIGNED:

1 2 6 7 8 9 10 12113 4 5

H H

CWW

SEWL

YVW

DATENAME APPROVED:

CWW

SEWL

YVW

DATENAME

APPROVEDDATEDESCRIPTIONREV

A

1 2 63 4 5

B

C

D

A

E

F

G

1 2 6 7 8 9 10 12113 5

A

B

C

D

E

F

G

H

MRWA-W-104A

NOT TO SCALE

2012 3

PIPELINE RESTRAINT OPTIONS,BRANCH & BEND ARRANGEMENTS

AND FITTING LAYOUT

R. JAGGER 20/01/2011R. JAGGER 20/01/2011

X C. RIVETTE 21/03./12X C.PAXMAN 21/03/12X K.DAWSON 21/03/12

X R.CARRUTHERS 21/03/12X G.REYNOLDS 21/03/12X A.COSHAM 21/03/12

1 PRE PUBLISHED DRAFT FOR COMMENT 12/07/11 R. JAGGER

2 PUBLISHED FIRST ISSUE 21/03/12 R. JAGGER

3 TABLE 104-A, RESTRAINT AT BENDS, TIES 01/12/16 RJ / CP / JT

GENERAL PRINCIPALS OF PIPE RESTRAINT:1. All valves connected to unrestrained pipework on one side must be restrained with a concrete restraint (as restrained pipework

immediately downstream on the other side of the valve may be cut at some stage).2. Restrained main options maybe necessary where:

2.1. Thrust restraints cannot be placed against a bearing surface of adequate allowable horizontal bearing pressure (ie: AHBP <50kPa), or

2.2. There are inappropriate conditions (ie: obstructions) at the fitting for a thrust restraint.3. Inline thrust restraints can be used off the branch of a tee instead of a plain restraint behind the tee, provided the pipework between

the tee's offtake and the inline restraint is fully restrained (ie: has no unrestrained joints).4. Vertically cantilevered restraints may be used instead of normal restraints where the ground to the sides of the trench is inadequate

but the ground underneath the trench is adequate, or where other obstructions make the use of a normal restraints impracticable.

FIGURE 104-E: RESTRAINED MAINSWITH IN LINE ANCHORS

NDW MAIN (SAME LEVEL)

DW MAIN (SAME LEVEL)

NDW MAIN (SAME LEVEL)

DW MAIN (SAME LEVEL)

RESTRAINED MAINS BETWEEN OPPOSING DUAL WATER BENDS

DESCRIPTION

RESTRAINEDLOWSHRINKAGE

OPTION TYPICAL PIPE TYPESA

B

C

JOINT TYPES

FLANGED (FL), WELDED (WC or SSJ),LOCKED JOINT (LJ) orBAYONET (BNC)

UNRESTRAINED

RESTRAINEDHIGHSHRINKAGE

PE

RUBBER RINGED JOINT (RRJ) PVC-O, PVC-M,FW GRP, DI or MS

TABLE 104A-A: PIPELINE TYPE AND JOINT DESIGN OPTIONS (< DN250)

WELDED (W), PUSH FIT (PF),RESTRAINED (RS) or BAYONET(BNC)

DESIGN REQUIREMENTS

THRUST RESTRAINTS REQUIRED AT END OF MOSTPE PIPELINES TERMINATING AT A RRJ

THRUST RESTRAINTS REQUIRED AT CHANGES OFDIRECTION, VALVES, TAPERS AND TEES

NO THRUST RESTRAINTS TYPICALLY REQUIRED(UNLESS RRJ NEAR A BEND- REFER FIGS 104-E & F).

REFERENCE

FIGURE 104-B

FIG 104-A.MRWA-W-205A

FIGURE 104-C

FIGURE 104-F: RESTRAINEDJOINTS (RS)

FIGURE 104A-C: OPTION C EXAMPLE-RESTRAINED LOW SHRINKAGE PIPEWORK

KERB

SPLAYCORNER

DI (FL, LJ or BNC).MS (FL, WC or SSJ)

A. L = the minimum length of restrainedmain required between a bend and a RRJbefore the bend needs thrust control.

B. L(mm) = 0.75 x ∠(deg) x OD(mm), where∠ is the bend angle and OD is the main'soutside diameter.

C. Where a restrained bend exists within Lof a RRJ, either:C.A. Extend the section of restrained

main to exceed L (preferred), orC.B. Install an in line thrust restraint at

the end of the restrained main (asper Figure 104A-E), or

C.C. Install a plain restraint behind thebends (as per Fig 104B- C & D).

D. Size the restraint as per MRWA-W-204.Make an allowance for PE shrinkage inthe thrust restraint design when using PE.

Thrust restraint required wherethis length is < L or main is PE

TYPICAL USE

WHERE THERE ARE MULTIPLEINTERSECTING MAINS &/OROBSTRUCTIONS IN CLOSE PROXIMITY

SIMPLE RETICULATIONCONFIGURATIONS

WHERE ONE OR MORE FITTINGSWOULD BE DIFFICULT ORIMPRACTICABLE TO RESTRAIN

No anchor is requiredwhere this length is > L

KERB

>2m

In line thrust restraint.Size for valves only.

Refer to MRWA-W-205Bfor details

Flanged (FL) Joints. Flangepipe shall be restricted to 10min length and shall include as

few flanges as possible.

FIGURE 104A-C: COMMON OPTION C JOINT OPTIONS

Welded Steel. SSJ orWC joints typically

preferred.

Restrained Joints.Includes lock jointsand bayonet joints.

AT < DN355, RESTRAINED JOINT OPTIONS ARE INTERCHANGEABLE

Welded orPush Fit PE

Notes Regarding RRJs nearRestrained Bends:

Thrust restraint required wherethis length is < L or main is PE

FIGURE 104A-G: DOGLEG USING RIGID MILD STEEL OPTION C PIPEWORK

FIGURE 104A-H: DOGLEG USING OPTION B (PE) PIPEWORK

Provided the main to either side of the dog leg is in line, no restraints are required.When the pipework is not co-linear, implement restraints for the net change in direction as per MRWA-W-204.

> 2m > 2m

To counter rotational forces on the bends at location A (which may be a problem with a flexible main likePE), and provided the main to either side of the dog leg is in line, size the in line restraints as follows: Thermal contraction + Poisson's + (Restraint area for Bend A (as if plain anchour) x Sin( )).Restraints may not be required at all for very short lengths of PE.When the main on either side of the dog leg is not co-linear, increase the size of the thrust restraints tocompensate for the net change in direction as per MRWA-W-204.

OOO

2

O2

A A

Ensure hydrantsand valves on thesame pipeline are

separated by >800but are otherwise as

close as practical

DD

DD

D

D

D

D

D D D DD

FIGURE 104A-B: OPTION B EXAMPLE-PE PIPEWORK

KERB

KERB

In line thrust restraint.Size for valves and thermal

shrinkage. Refer toMRWA-W-205B for details

SPLAYCORNER

Where a drain, otherasset or disturbedground is locatedbehind the tee, plainanchors shall not bespecified

Extend anchor no closerthan the minimumhorizontal clearance fromthe drain (nominally 150from side of drain)

May use SOC-SOChydrant on unrestrainedside of valve

SEW require additionalshrinkage restraint at this

location where PE length > 10m

For DN100 & DN150pipework, ensure >600longitudinal separationbetween any 2 fittings.

This separation notrequired for > DN225

pipework.>800 &ACAP >2m

DD

D

D

D

D

D

D

FIGURE 104A-A: OPTION A EXAMPLE- UNRESTRAINED> DN225 OFFTAKE FROM > DN300 MAIN

KERB

KERB

Locate hydrants adjacent tothe splay corner where everpractical. Where both mains

are > DN225, fittings do notrequire longitudinal separation

SPLAYCORNER

Offtake valves off > DN300mains shall be connected

directly to the Tee.

Temporary fittings of anysize may be located side

by side (with nolongitudinal separation)

DN22

5

END OF DEVELOPMENT

> DN300

> DN300

Permanent valves notrequired at the end of a water

main when there are <10connections between the end

of line and the next valveDN

225

NOTES Regarding Table 104A-A & Figures 104A-A to F:1. The designer shall minimise the number of Options A, B or C used and

the amount of changing between one option and another.2. Where the majority of the design is Option A (RRJ) pipework, Option B or

Option C pipework is typically only be introduced when:2.1. The ground behind the fitting is disturbed or weak (ie: there is a

drain or other service behind the fitting),2.2. There is an obstruction in front of the fitting (ie: drain) which

prevents dual water mains being staggered to a greater depth,2.3. There are two opposing fittings too close together to be able to

install a plain restraint behind both fittings (ref Figures 140B-A & B).3. Where one of these situations occurs, restrained pipework shall be

specified between Tees and splay valves to eliminate the need for plainthrust restraints.

4. The designer shall indicate:4.1. restrained pipework with bold linework (3 x normal thickness), and4.2. indicate suitable joints in any detailed design schematics.4.3. indicate suitable pipe types for all (even short) sections.

5. Option B (PE) shall be the default restrained pipework option for sizes< DN355 (provided there is no ground contamination risk).In line thrust restraints shall be sized to accommodate the valve thrust +PE thermal shrinkage thrust (worst case scenario).

6. Where PE pipework (Option B) has been selected in the design, thecontractor may choose any Water Agency approved Option C pipe andjointing option and then:6.1. Construct in line restraints to the size nominated in the design

(which may have a contribution of PE shrinkage built in), or6.2. Apply to the designer to have the PE shrinkage contribution

removed from the restraint size where the restraint area is > 2m².Design changes of this type do not need to be submitted to the wateragency for acceptance / approval.

7. Where Option B (PE) pipework is not suitable and < DN355 Option Cpipework is indicated in the design, the Contractor may select any WaterAgency approved Option C pipe and joint combination.

Where a drain is tooshallow to enable thedepth of dual water mainsto be staggered, plainanchors shall not bespecified

>800 &ACAP

Ensure valves areclearly in pavement(ie: valve surroundsnot within kerb andchannel)

Where a drain is tooshallow to enable thedepth of dual water mainsto be staggered, plainanchors at the Tee shallnot be specified

MRWA WATER SUPPLY STANDARDS

REVISION NO.ISSUED

MELBOURNE RETAIL WATER AGENCIES

DATE:

DATE:

CHECKED:DRAWN:DESIGNED:

1 2 6 7 8 9 10 12113 4 5

H H

CWW

SEWL

YVW

DATENAME APPROVED:

CWW

SEWL

YVW

DATENAME

APPROVEDDATEDESCRIPTIONREV

A

1 2 63 4 5

B

C

D

A

E

F

G

1 2 6 7 8 9 10 12113 5

A

B

C

D

E

F

G

H

MRWA-W-104B

NOT TO SCALE

2012 3

CONCRETE THRUST ANCHOR BRANCHS & BENDSAND

PE INTERSECTION PIPEWORK

R. JAGGER 20/01/2011R. JAGGER 20/01/2011

X C. RIVETTE 21/03/12X C.PAXMAN 21/03/12X K.DAWSON 21/03/12

X R.CARRUTHERS 21/03/12X G.REYNOLDS 21/03/12X A.COSHAM 21/03/12

1 PRE PUBLISHED DRAFT FOR COMMENT 12/07/11 R. JAGGER

2 PUBLISHED FIRST ISSUE 21/03/12 R. JAGGER

3 FORMAT & TABLE 104B-A CHANGES 1/12/16 RJ / CP / JT

GENERAL NOTES:1. Where the distance between bends is less than that shown in Table

104B-A, restrained pipe must be used between the two bends asoutlined in MRWA-W-104A.

2. Typically, where dual water bends and tees occur within the vicinityof more than one other service (ie: power, gas, communications,drainage or sewerage), concrete thrust restraints are not practicaland shall not be specified.

3. Adjacent dual pipe plain thrust blocks cannot be used when the teesor bends are closer together than the distance indicated in Table104B-A.

4. No vertical fabricated bends or vertical concrete thrust restraints arepermitted between adjacent bends or tees.

5. There are a number of ways of using restrained pipe and an in linerestraints for restraining dual water tees.Refer to MRWA-W-104A and MRWA-W-205B for examples.

FIGURE 104B-A: OPTIONS FOR CONCRETE RESTRAINT OF DUAL WATEROPPOSING TEES

KERB

ROAD PAVEMENT

NDW MAIN

KERB

DW MAIN

IN LINE BLOCK &PLAIN BLOCK

FIGURE 104B-B: DUAL WATER OPPOSING TEES USING PLAIN BLOCKS (LONG SECTION)

DN + 150

>D (REFER TABLE 104B-A.)

> D

FIGURE 104B-D: OPPOSING BENDS USING DUAL WATER PLAIN BLOCKS (LONG SECTION)

DN + 150

> D (REFER TABLE 104B-A)

UNRE

STRA

INED

UNRE

STRA

INED

NDW MAIN (HIGH AT THIS BEND)

DW MAIN (LOW AT THIS BEND)

NDW MAIN (LOW AT THIS BEND)

DW MAIN (HIGH AT THIS BEND)

PLAIN BLOCK

SPLAYCORNER

i)

iii)

HIGHER

ii)

iv)

IN LINE BLOCK &PLAIN BLOCK

PLAIN BLOCK

LOWER

< DN225 < 375mm

VERTICALDEFLECTION

REQUIREDPIPE LENGTHS

"D". MIN DISTANCEBETWEEN FITTINGS

DN300

DN375

450mm

550mm

1 x 6m 6m

7.2m

8.6m

PIPEDIAMETER

TABLE 104B-A: DEFLECTION FOR ADJACENT TEES OR BENDS

FSL

FSL

FIGURE 104B-C: PLAN VIEW. OPPOSINGBENDS USING DUAL WATER PLAIN BLOCKS

KEY REFERENCES:A. Refer to MRWA-W-205A & B for conditions of use and details of dual

water concrete block construction.B. Refer to MRWA-W-2012 for details of deflection of water mains.C. Refer to MRWA-W-104A for details of restrained main use at bends

and tees.

2 x 3.7m

2 x 4.3m

>2m

>2m

DN450 600mm 10m2 x 5m

KERB

In Line Thrust Restraint.Size Anchor for Valves + ThermalContraction only.Refer to MRWA-W-205A&B for details

SPLAYCORNER

SPLAYCORNER

KERB

KERB

KERB

KERB

ROADWAY

In Line Thrust Restraint.Size Anchor for Thermal & Poisson'sContraction only.Refer to MRWA-W-205A & B for details

DD

< 2m

D

D

D

DD

DD

KERB

>2m

D D D

>2m

>800 &ACAP

FIGURE 104B-E: INTERSECTION IN PEPE pipework throughout an entire intersection may be necessary where the main running straight through theintersection has bends to avoid obstructions in the intersection. Otherwise, PE is not typically required for this main.

For DN100 & DN150 pipework,ensure >600 longitudinalseparation between any 2 fittings.This separation not required for> DN225 pipework.

>800 & as closeas possible

Trench edge

Trench edge

Main closer to bearing surface shall be higherMain closer to bearing surface shall be higher

GENERAL NOTES:1. Main sizes provided for example purposes only.2. For corrosion protection of metallic mains, refer to drawings MRWA-W-306A & 400 and WSA03.3. All large main (> DN300) tee offtakes shall be flanged, with a valve always bolted to this flange.4. Lengths shown with welded collars are MSCL pipe, cut to length & welded in situ.

Refer to drawing MRWA-W-400 for details.5. Direct property service connections are not permitted on mains > DN375.6. Gibaults and adaptaflanges (uniflanges) are not permitted on new mains unless otherwise approved.

Thrust type dismantling joints are acceptable in non buried applications.7. Slip on or welded steel flanged pipe must be fabricated in an ISO-9001 accredited metal fabrication workshop

(not on site) .8. Locate > DN450 divide valves at distinct low and high points where practical.9. Scours are often best located at distribution divide valve bypass pipework, particularly where the > DN450

divide valve is located at a distinct low point. Refer pipework in blue.10. Scours are usually sized as bypass valves (refer to Table 105-A).11. Refer to MRWA-W-307 for details on scours.12. Air valves may be required in addition to the hydrant on the bypass. Refer to MRWA-W-304.13. Valves and hydrants / air valves shall be separated by > 800.

NOTES Regarding Figure 105-A:1. Welded MS pipework shown.2. May be butt welded if PE.

One EF joint permitted as a final connection of the bypass pipework to the main.Ensure that the pipework either side of any EF weld is perfectly aligned prior to EFwelding.

3. All sections of MS main (ie: sections between valves) need to be covered by the cathodicprotection design and have test points constructed accordingly.

NOTES Regarding Figure 105-B:1. Pipework shown in red shall be welded steel. Provide coatings as per drawings MRWA-W-306A & 400. Cathodic protection of these short lengths is not required.2. Di / FW GRP pipework shown in green is typically special order and there may be a long lead time before receipt of goods.

MS pipe (without Cathodic Protection) may be used in lieu of Di / FW GRP.3. Thrust blocks required where non-restrained rubber ring joints used. Refer MRWA-W-204 & MRWA-W-205A & 205B.4. Socket joints shall not be blocked in weak ground (AHBP <50 kPa). Welded or thrust restrained joints must be used.

100100100

450

225

100 225100

100

450

450

225

100

100

100

450450

100

100

100

MRWA WATER SUPPLY STANDARDS

REVISION NO.ISSUED

MELBOURNE RETAIL WATER AGENCIES

DATE:

DATE:

CHECKED:DRAWN:DESIGNED:

1 2 6 7 8 9 10 12113 4 5

H H

CWW

SEWL

YVW

DATENAME APPROVED:

CWW

SEWL

YVW

DATENAME

APPROVEDDATEDESCRIPTIONREV

A

1 2 63 4 5

B

C

D

A

E

F

G

1 2 6 7 8 9 10 12113 5

A

B

C

D

E

F

G

H

MRWA-W-105

NOT TO SCALE

2012 4

DISTRIBUTION MAINDIVIDE VALVE & BYPASS ARRANGEMENTS

> DN450 AND < DN600 DN100DN150DN225

> DN750 AND < DN1050> DN1125 AND < DN1200

WC

WC

WC

WC

WC

100

WC

WC

CWWSEW

YVW

< DN225 DIVIDEVALVES

Resilient seatedgate valve

DN525 & DN600DIVIDE VALVESButterfly valve & bypass

Butterfly valve & bypass

Resilient seated gatevalve & bypass

> DN600 DIVIDEVALVES

Butterfly valve& bypass

MAIN SIZE (SEW, CWW) BYPASS MAIN SIZE

NOTES Regarding Valves:A. All water supply valves to be anticlockwise closing.B. All valves shall be direct buried (not located in pits) unless otherwise directed.C. When two valves are directly off a tee, ensure valve bodies and surface covers do not clash and there is sufficient

space to compact backfill and access & fasten bolts. Typically valve spindles shall be separated by at least 600.D. Bypass valves to be sized as per Table 105-A.E. YVW require do not require bypass valves around DN300 divide valves when operating pressures < 50m.F. YVW require offtake valves > DN375 to be metal seated gate valves.G. Where SEW provide approval for resilient seated gate valves with an integrated bypass for DN525 and DN600

divide and offtake valves, DN80 bypasses are acceptable.

> DN300 AND < DN450DN600> DN750

MAIN SIZE (YVW)

100

FIGURE 105-A: WELDED DISTRIBUTION MAINS (MSCL / PE)

FIGURE 105-B: SOCKET / SPIGOT DISTRIBUTION MAINS (DI or FW-GRP)

ReticulationOfftake

> 2m

450

Install bend insteadof tee if no scour isrequired

WC

> 2m

450

225

Thrust restraint not required if theofftake has restrained joints

> DN450 OFFTAKEVALVES

Metal wedge valve &bypass

As per Divide Valves

Install bend insteadof tee if no scour isrequired

Potential Scour Offtake.Refer Note 9.

EXAMPLE A (RETICULATION OFFTAKE)

EXAMPLE B (NO RETICULATION OFFTAKE)

450450

TABLE 105-A: BYPASS MAIN SIZING

TABLE 105-B: DIVIDE, BYPASS AND OFFTAKE VALVE PREFERENCES

This valve is only requiredif there is a reticulationofftake from the bypass.

This valve is onlyrequired if there isa reticulationofftake from thebypass.

Thrust restraint not required if theofftake has restrained joints

EXAMPLE A (RETICULATION OFFTAKE) EXAMPLE B (NO RETICULATION OFFTAKE)

Potential Scour Offtake.Refer Note 9.

Thrust restraint not required if theofftake has restrained joints

Thrust restraint not required if theofftake has restrained joints

ReticulationOfftake

Where an air valve isrequired, install as statedin Figure 105-B

Air Valves on Bypass PipeworkWhere an air valve is required:· install between valves (or offtake & valve)· >800 from any other surface fitting

(centre to centre).· Install air valve as per Fig 305-D, E or F

according to water agency preference.· Install in line.

Where an air valve isrequired, install as statedin Figure 105-B

DN300 & DN375DIVIDE VALVES

Resilient seatedgate valve & bypass

DN450 DIVIDEVALVES

Resilient seatedgate valve &bypass

Resilient seatedgate valve

MECHANICAL ORELECTOFUSION COUPLING

THRUST BLOCK(REFER

MRWA-W-204 &205A)

EXISTING MAIN (HOST MAIN)

SP-SP-FL TEE.

EXISTING MAIN(HOST MAIN)

PE PIPE

PE STUB FLANGE WITHSS BACKING FLANGE

PE BUTT WELDED

MRWA WATER SUPPLY STANDARDS

REVISION NO.ISSUED

MELBOURNE RETAIL WATER AGENCIES

DATE:

DATE:

CHECKED:DRAWN:DESIGNED:

1 2 6 7 8 9 10 12113 4 5

H H

CWW

SEWL

YVW

DATENAME APPROVED:

CWW

SEWL

YVW

DATENAME

APPROVEDDATEDESCRIPTIONREV

A

1 2 63 4 5

B

C

D

A

E

F

G

1 2 6 7 8 9 10 12113 5

A

B

C

D

E

F

G

H

MRWA-W-106

NOT TO SCALE

2012 3

INSTALLATION OF >= DN100OFFTAKES TO EXISTING MAINS

R. JAGGER 20/01/2011R. JAGGER 20/01/2011

X C. RIVETTE 21/03/12X C.PAXMAN 21/03/12X K.DAWSON 21/03/12

X R.CARRUTHERS 21/03/12X G.REYNOLDS 21/03/12X A.COSHAM 21/03/12

1 PRE PUBLISHED DRAFT FOR COMMENT 12/07/11 R. JAGGER

2 PUBLISHED FIRST ISSUE 21/03/12 R. JAGGER

3 ADD FL-SOC CONNECTORS & STEEL MAIN INFO 1/12/16 RJ / CP / JT

< DN300 NO THRUST ANCHOR REQUIREDDN300 OFFTAKES REQUIRE ANCHORINGTHRUST ANCHOR REQUIRED IF OFFTAKE IS DN300 OR DN375

DN300

PARENT MAIN

DN375

THRUST ANCHOR REQUIREMENT

> DN375 SAME SIZE, 1 OR 2 SIZE REDUCED OFFTAKES REQUIRE ANCHORING

NOTES Regarding Clamp Connection Anchor Blocks:· Example: for a DN600 parent main with DN450 branch, an anchor would be required.· Thrust anchors are not required where the branch main is a restrained pipeline. Refer MRWA-W-104A.· Anchor bearing areas for stainless steel full wrapped clamps shall be > 0.5 of the area calculated using MRWA-W-204.· The branch can only be made live (connection valve opened) after the curing time of the concrete has lapsed (a rapid set

concrete (ie: Fosroc or CTS Rapidset with a cure time of 1hr) may be required to hasten the mains return to service).

Under Pressure Connections:A. Stainless Steel full wrapped clamps not guaranteed by the

manufacturer as suitable for PVC-O / PE host mains shall not beused in such applications.

B. Connections must be pressure tested at the operating pressureplus 400 kPa (to a max of 1600 kPa) for 3 minutes prior to cutting ofthe host main coupon.

C. Do not use under pressure connections on GRP pipe.D. Under pressure connections are permitted on A.C and Cast Iron

water mains provided the main's condition is satisfactory (nosignificant corrosion, cracking or shape distortion) and WaterAgency approval is obtained.

E. Under pressure connections on wrought iron, riveted or locked barmains require prior inspection and approval from the Water Agency.

F. All valves shall be left in state where they can be operated fromabove ground (unless stated otherwise).

G. Offtake mains of the same size as the host main are permitted, butcoupons shall be sized as per Table 106-B.

H. When assembling SS off-take clamps on plastic pipes, ensure thatlubricant is applied to the elastomeric mat of the clamp.

I. Refer to Appendix C of WSA03- 2012 MRWA edition for furtherinformation on under pressure connections.

J. Under pressure connections to rear dual water mains shall beundertaken in one of the following ways (control thrust whererequired as per MRW-W-104A & 104B):· the tee may "point backwards", join to a valve and then with a 90

degree downward bend and another 90 degree horizontal bend,pass under the front main (this is the preferred method):

· the offtake may be constructed in a downwards direction, to avertically aligned valve which is used for the under pressureconnection and then buried in the open position.If an operable valve is required at the offtake (ie: host main is> DN300), join to the valve a FL-FL (or WC) 90° vertical bend andconnect this to an offset horizontal valve which shall be operablefrom surface.

INSTALL 0.4 mm PLASTIC MEMBRANEBETWEEN CONCRETE & CLAMP.

CUT-IN CONNECTION METHODS

FIGURE 106-A: DI, CAST IRON, A.C, PE, PVC-M OR PVC-UHOST MAIN UNDER PRESSURE CONNECTION

KEY REFERENCES:· Pipeline and flange corrosion protection as per MRWA-W-306A and 400.· Flanges in accordance with MRWA-W-306A & 306B.· Restraints are to be designed and constructed according to MRWA-W-205A & 205B.· In line thrust restraints may be used on branches instead of plain blocks (refer

MRWA-W-104A).

TEMPORARY ASSEMBLY(REDUCED SIZE)

GENERAL NOTES:1. To minimise risk and disruption to customers, Tapping Under Pressure

Connections are preferred, especially where shutting down the host main wouldbe difficult, costly or would affect a large number of customers.

2. All valves fitted to existing mains shall be successfully pressure tested to theoperating pressure plus 400 kPa for 3 minutes prior to being fitted.

3. Offtake valves shall only be opened once all acceptance testing of the offtakemain have been successfully undertaken.

4. Fire service and industrial commercial connections >- DN100 shall be constructedin this way.

5. Where a tee is cut-in, a thrust block is required where the mechanical couplings(ie: gibaults) are unrestrained, even if the branch pipeline is restrained.

6. The piece of main removed (coupon in the case of under pressure connectionsor short length of main in the case of cut in connection) shall be forwarded to theWater Agency if there is any sign of significant corrosion, erosion or cracking.

TEE INSERTIONOR UNDERPRESSURECONNECTION

i)

TEMPORARYARRANGEMENT FORSWABBING ANDCHLORINATION

ii)

iii)FINALARRANGEMENT

FIGURE 106-D: > DN225 OFFTAKE ARRANGEMENTS

GIBAULT (DI, CAST IRON & AC),2 x DOUBLE SOCKET CONNECTORS (PVC), MECHANICAL OR ELECTROFUSIONCOUPLING (IF PE) OR WC (IF MS)

> DN225 & < DN300 DN100DN150DN225

>DN300 & < DN450>DN450 & < DN750

TEMPORARYASSEMBLY SIZE

TABLE 106-D: TEMPORARY SWAB &CHLORINATION ASSEMBLY SIZING

NOTES Regarding Figure 106-D:· This arrangement is only required for offtakes

which require chlorination.· Refer to MRWA-W-308 for swabbing and

chlorination details.· Temporary fittings shall be sized to enable

sufficient swab velocity. Refer to Table 106-C.· Swab shall be placed downstream of the

temporary fittings.· The small valve in the temporary assembly

shall be pressure tested to the operatingpressure + 400 kPa for 3 minutes prior toinstallation.

Under Pressure Connections to Steel Mains:a. All connections to live MS mains shall be under pressure connections.b. Coupons the same size as the host main may be cut, provided the host is adequately reinforced.c. Steel main branches do not require restraint.d. For smaller size offtakes, refer to MRWA-W-400.

DN100 70 mm110 mm180 mm

DN150DN225

HOST SIZE MAX COUPONSIZE

DN300 260 mm320 mm390 mm

DN375DN450

NOTES Regarding Coupon Sizing:· Max coupon size occurs when host and offtake mains are the same size.· For operating pressures below 400 Kpa, an increase in coupon size may be

required. Contact the water agency for advice.· For offtake sizes one or more sizes smaller than the host main, coupon size

shall be equal to the internal diameter of the offtake minus 20mm, roundeddown to the nearest multiple of 10;

- eg1: DN100 PN35 DI (ID = 102) offtake, the coupon shall be 80mm.- eg2: DN150 PN16 PVC-M (ID = 161) offtake, the coupon shall be 140mm.- eg3: DN225 PN16 PVC-M (ID = 235) offtake, the coupon shall be 210mm.

TABLE 106-B: MAX DRILL / COUPON DIAMETERSUNDER PRESSURE CONNECTIONS

TABLE 106-A: CLAMP THRUST BLOCK REQUIREMENTS

NEW PIPE SIZEFIGURE 106-B: DI (ROUGH), CASTIRON, GRP, PE OR AC MAINS

FIGURE 106- E: PE BRANCH

OFFTAKE(BRANCH)

FL-FL SLUICE VALVETHRUST BLOCK(REFER

MRWA-W-204 &205A)

REDGUM OR CONCRETEPEDESTAL & WEDGES.

EXISTING MAIN (HOST MAIN)

INSTALL 0.4 mmPLASTICMEMBRANEBETWEENCONCRETE &TEE.

FIGURE 106-C: DI (SMOOTH),GRP OR PVC MAINS < DN300

FL-SOC DICONNECTOR

FL-SOC CONNECTORS.

Under Pressure Connections to PE Mains:

FL OFFTAKE CLAMP

Cut-In Connections to PE Mains:· PE tees shall be jointed into the host main as per the PE jointing preferences indicated in Table 103-D.· Butt fusion welding of a tee into an existing host main is considered impracticable.· Thrust anchors are not required for PE host mains.

FL-FL-FL TEE.

OFFTAKE(BRANCH)

FL-FL SLUICE VALVEREDGUM OR CONCRETEPEDESTAL & WEDGES.

FL-SOC DICONNECTOR

OFFTAKE(BRANCH)

FL-FL SLUICE VALVEREDGUM OR CONCRETEPEDESTAL & WEDGES.

FL-SOC DICONNECTOR

INSTALL 0.4 mmPLASTICMEMBRANEBETWEENCONCRETE &TEE.

SWAB

FL-SOC Connections:Ony DI pipe which is Polyurethane coated or has beeninspected and found to be in near new condition should bejoined in this way.

OFFTAKE ØHOST MAIN DIAMETER & REINFORCEMENTDN375

DN225DN300

TABLE 106-C: STEEL MAIN REINFORCEMENT

DN450 DN600

DN375

< DN15075 x 675 x 6

50 x 6

COMP PLATE

NOT REQUIRED

50 x 650 x 650 x 6

75 x 6DN450DN600

75 x 6NANA NA

COMP PLATECOMP PLATE

NOT REQUIRED NOT REQUIRED

50 x 6

· Flange offtake clamps for PE mainsare approved for some (typicallysmaller) sized host mains.

· Under pressure connections to largerPE host mains (typically > DN355PE)requires offtake saddles (FL or SPIG)to be fused onto the host main.

· These larger fused connections to PEmains are considered high risk.Consult with the Water Agency on therisk controls that need to be put inplace for such connections.

· These risk controls need to bespecified in the design. .

Notes Regarding Table 106-A:a. Dimensions refer to width & thickness of

compensating ring to be welded to the hostMS main.

b. Details relevant to a max design head 150m.c. Flanged MS pipe stub shall be welded onto

the steel main.d. "Comp Plate" refers to compensation plate

reinforcement (eg: "elephant ears" or fullywrapped welded sleeve).

e. Consult 12 series MMBW StandardDrawings and specialist steel pipeline fittingfabricators for details.

SINGLEANCHOR BLOCK

BEHIND TEEFOR TWO PART

CLAMPS

TWO PARTANCHOR BLOCK

BEHIND PIPEENDS FOR 3 or 4

PART CLAMPS

TWO PARTANCHOR BLOCK

BEHIND PIPEENDS FOR 3 or 4

PART CLAMPS

CONCRETE THRUST RESTRAINTS AS PER MRWA-W-205A & B

SWAB

SWAB

DN300>DN750 & < DN1200

80 BACKING RING

(NOT SUITABLE FOR PVC-O & PE)

INTERNAL CUTTER

FOR HOST MAINS DN125 TO DN315

NOTES on Figure 107-D:· NOT SUITABLE FOR PVC-O OR PE HOST MAINS· WIDE CLAMPS HAVE 32, 40 & 50 BSP OUTLETS.

FOR PARENT MAINS < DN525

MAIN CONNECTION FERRULE

GENERAL NOTES:1. For PE main tapping saddle/ band jointing preferences, refer to Table 103-D.2. Another acceptable option is to cut in a flanged offtake tee & use a tapped blanked flange to connect to a PE main

(refer Figure 109-B).3. Maintain a minimum 500 longitudinal spacing (between outside of fittings) between tapping bands, saddles,

pre-tapped connectors and/or pipe joints, except for existing PVC-U, cast iron and asbestos cement pipes wherespacings should be in accordance with water agency requirements (based on pipe condition).

4. All options shown (except Figure 107-C) are suitable for under pressure connections.5. DN40PE, DN50PE and DN63PE industrial, commercial and multiple dwelling connections shall be constructed in

this way.6. Ferrules require adaptor or compression fittings to connect to PE.7. All gate valves shall be operable from surface with surface fittings as per MRWA-W-302.8. All ferrules shall be buried unless:

8.1. they are located under reinforced concrete.8.2. they are for fire service connections.In these cases, they shall be operable from surface and be provided with a surface cover (Fitzroy box).

9. Where multiple connections of this type are made, neighboring tappings shall be at least 15 degrees different intheir vertical orientation (so that holes do not line up).

10. Bare metal fittings are not to be used in corrosive ground (soil resistivity > 500 ohm.cm) unless they are wrappedwith a petrolatum wrapping system.Refer to MRWA-W-306A for details.

11. Steel mains with DN40-63PE offtakes shall be tapped as per MRWA-W-400 (insulation not required)

FOR HOST MAIN DN125 TO 250 (WITH PUSH ON VALVE)

MRWA WATER SUPPLY STANDARDS

REVISION NO.ISSUED

MELBOURNE RETAIL WATER AGENCIES

DATE:

DATE:

CHECKED:DRAWN:DESIGNED:

1 2 6 7 8 9 10 12113 4 5

H H

CWW

SEWL

YVW

DATENAME APPROVED:

CWW

SEWL

YVW

DATENAME

APPROVEDDATEDESCRIPTIONREV

A

1 2 63 4 5

B

C

D

A

E

F

G

1 2 6 7 8 9 10 12113 5

A

B

C

D

E

F

G

H

MRWA-W-107NOT TO SCALE

2012 3

INSTALLATION OFDN40PE, DN50PE & DN63PE OFFTAKES

MAIN CONNECTION FERRULE

INTERNAL CUTTER

ISOLATION VALVE

DN40PE 32 mm40 mm50 mm

DN50PEDN63PE

80 FL OUTLET

80 FL ISOLATION VALVE

PE MAIN

NOTES on Figure 107-F:· Examples of this fitting includes Milnes, 4N and Hawle Haku (for PE pipe only)· For host mains DN100 to DN315· Narrow clamps have 32, 40 & 50 BSP outlets.

28 mm36 mm46 mm

OFFTAKE SIZE FERRULE SIZE WIDE CLAMPDRILL SIZE

NARROW CLAMPDRILL SIZE

28 mm36 mm36 mm (> 400 kPa) *

* WHERE OPERATING PRESSURES ARE BELOW 400 kPa, A 46mm DRILL HOLE IS PREFERRED.

FIGURE 107-A: PE MAIN ELECTROFUSION TAPPINGSADDLE WITH UNDERPART

FIGURE 107-B: PE MAIN MECHANICAL TAPPING BAND

FIGURE 107-C: PE MAIN ELECTROFUSION BRANCHSADDLE WITH UNDERPART

PE PARENT MAIN

FIGURE 107-E: SS WIDE CLAMP TAPPING BAND (FLANGED)

FIGURE 107-D: SS WIDE CLAMP TAPPING BAND (THREADED)

FIGURE 107-F: NARROW CLAMP TAPPING BAND

ANY PARENT MAIN(EXCEPT STEEL)

TABLE 107-A: HOST MAIN, VALVE & DRILL DIAMETERS AT CONNECTIONS

DI, PVC-M OR PVC-U PARENT MAIN

As per Table 103-D, EF welding is not preferred and shall only be undertaken where theContractor has been issued with a dispensation by the water agency to use this method.

As per Table 103-D, EF welding is not preferred and shall only be undertaken where theContractor has been issued with a dispensation by the water agency to use this method.

MIN HOSTMAIN SIZE

DN63PEDN100DN100

//

/ / /

/

/

/ / /

/ / /

//

//

BOUNDARY

KERB LINE

/

/

/

/

DW

//

DRINKING WATER MAIN

NON-DRINKING WATER MAIN

PROPERTY

DW DW

NDW NDW

DWDW

/ / /

/ / /

LOT

RELEVANT TO: CWW (ALL PRESSURES)SEW & YVW (STATIC PRESSURE < 500 kPa)

RELEVANT TO: SEW & YVW (STATIC PRESSURE > 500 kPa) RELEVANT TO: CWW (ALL PRESSURES)SEW & YVW (STATIC PRESSURE < 500kPa)

RELEVANT TO: SEW & YVW (STATIC PRESSURE > 500 kPa)

DW DW

DW

>DN100

//

//

/ / /

KERB LINE

/

/

/

/

DW DW DW

//

LOT

/ / /

//

DW

DW

DW

DWDW

//BOUNDARYPROPERTY

//

/ / /

/

/

/ / /

/ / /

//BOUNDARY

KERB LINE

/

/

/

/

DW DW DW

//

PROPERTY

DW

DWDW

/ / /

/ / /

LOT

//

/

/ / /

KERB LINE

/

/

/

/

DW DW DW

//

DW

DW

DW

DWDW

LOT

/ / /

//

//BOUNDARYPROPERTY

//

/ / /

/

/

/ / /

/ /

//BOUNDARY

KERB LINE

/

/

/

/

DW DW DW

//

PROPERTY

DW

DW

DW

/ / /

/ / /

LOT

DN10

0

//

//

/ / /

KERB LINE

/

/

/

/

DW DW DWNDW NDW NDW

//

DW

DW

DW

DWDW

DW NDW

NDWNDW

NDWNDW

LOT

/ / /

//

NDW NDW NDW

NDW

NDW

NDW

NDWNDW

NDW

//BOUNDARYPROPERTY

>DN100

//

//

DN10

0(

M

A

X

5

C

ONN

E

C

T

IO

N

S

)

<

5

0

m

D

N

5

0

P

E

>DN100>DN100

//

/ / /

/

/

/ / /

/ / /

//BOUNDARY

KERB LINE

/

/

/

/

DW DW DW

//

PROPERTY

DW

DW

DW

/ / /

/ / /

LOT

//

//

/ / /

KERB LINE

/

/

/

/

DW DW DWNDW NDW NDW

//

DW

DW

DW

DWDW

LOT

/ / /

//

NDW NDW NDW

NDW

NDW

NDW

NDWNDW

NDW

//BOUNDARYPROPERTY

//

>DN100>DN100

< 60

m

DN10

0

DN10

0(

M

A

X

5

C

ONN

E

C

T

IO

N

S

)

<

5

0

m

D

N

4

0

P

E

< 60

m

DN10

0

(

M

A

X

5

C

ONN

E

C

T

IO

N

S

)

<

5

0

m

D

N

4

0

P

E

< 60

m

DN10

0

(

M

A

X

5

C

ONN

E

C

T

IO

N

S

)

<

5

0

m

D

N

5

0

P

E

< 60

m

(

M

A

X

5

C

ONN

E

C

T

IO

N

S

)

<

5

0

m

D

N

5

0

P

E

< 60

m

<

5

0

m

D

N

6

3

P

E

<

5

0

m

D

N

5

0

P

E

<

5

0

m

D

N

6

3

P

E

(M

A

X

5

C

O

N

N

E

C

T

IO

N

S)

<

5

0

m

D

N

5

0

P

E

(M

A

X

5

C

O

N

N

E

C

T

IO

N

S)

<

5

0

m

D

N

6

3

P

E

(M

A

X

5

C

O

N

N

E

C

T

IO

N

S)

(

M

A

X

5

C

ONN

E

C

T

IO

N

S

)

<

5

0

m

D

N

4

0

P

E

< 60

m

<

5

0

m

D

N

5

0

P

E

(M

A

X

5

C

O

N

N

E

C

T

IO

N

S)

(

M

A

X

5

C

ONN

E

C

T

IO

N

S

)

<

5

0

m

D

N

5

0

P

E

< 60

m

<

5

0

m

D

N

6

3

P

E

(M

A

X

5

C

O

N

N

E

C

T

IO

N

S)

(

M

A

X

5

C

ONN

E

C

T

IO

N

S

)

<

5

0

m

D

N

4

0

P

E

< 60

m

<

5

0

m

D

N

5

0

P

E

(M

A

X

5

C

O

N

N

E

C

T

IO

N

S)

>DN100>DN100

>DN100>DN100

DW

DWDW

DW

DW

DWDW

DW

DW

DWDW

DW

DW

DWDW

DW

MRWA WATER SUPPLY STANDARDS

REVISION NO.ISSUED

MELBOURNE RETAIL WATER AGENCIES

DATE:

DATE:

CHECKED:DRAWN:DESIGNED:

1 2 6 7 8 9 10 12113 4 5

H H

CWW

SEWL

YVW

DATENAME APPROVED:

CWW

SEWL

YVW

DATENAME

APPROVEDDATEDESCRIPTIONREV

A

1 2 63 4 5

B

C

D

A

E

F

G

1 2 6 7 8 9 10 12113 5

A

B

C

D

E

F

G

H

MRWA-W-108

NOT TO SCALE

2012 4

DEAD ENDPOLYETHYLENE RETICULATION

IN RESIDENTIAL AREAS

R. JAGGER 24/02/2011D. TOLENTINO 24/02/2011

X C. RIVETTE 01/05/12X C.PAXMAN 01/05/12X K.DAWSON 01/05/12

X R.CARUTHERS 01/05/12X G.REYNOLDS 01/05/12X A.COSHAM 01/05/12

1 PRE PUBLISHED DRAFT FOR COMMENT 12/07/11 R.JAGGER

2 PUBLISHED FIRST ISSUE 21/03/12 R.JAGGER

3 NDW END OF LINES ALTERED 01/05/12 C. PAXMAN

4 APPERTUNANCE DETAILS UPDATED 01/12/16 RJ / CP / JT

REFER FIGURES109-B & C.

Valve(s) may or may not berequired. Refer note 4.

Valve(s) may or may not berequired. Refer note 4.

Valve may or may not berequired. Refer note 4.

Valve may or may not berequired. Refer note 4.

NOTES1. The same principals apply to dead ends whether they be straight or include bends or curves.2. CWW prefers that all PE sub mains (<DN100) shown to be constructed in DN63PE.3. All details referred to in this drawing are illustrated in drawing MRWA-W-109.

4. Valve (s) only required in this location if there is a multi unit development or more than 10connections between the intersection and the next valve down the court.

5. Hydrants required on all > DN100 mans just prior to transitioning to a sub main.

FIGURE 108-A: DRINKING WATER LOW PRESSURE SYSTEM

NDW

NDWNDW

NDWNDW

D

N5

0 PE

D

N4

0 PE

D

N5

0 PE

D

N4

0 PE

P

N

5

0

P

E

P

N

6

3

P

E

P

N

6

3

P

E

P

N

5

0

P

E

FIGURE 108-C: DRINKING WATER HIGH PRESSURE SYSTEM FIGURE 108-E: DUAL WATER LOW PRESSURE SYSTEM FIGURE 108-G: DUAL WATER HIGHER PRESSURE SYSTEM

FIGURE 108-B: DRINKING WATER LOW PRESSURE SYSTEM(SHORT DEAD END MAIN)

FIGURE 108-D: DRINKING WATER HIGHER PRESSURE SYSTEM(SHORT DEAD END MAIN)

FIGURE 108-F: DUAL WATER LOW PRESSURE SYSTEM(SHORT DEAD END MAIN)

FIGURE 108-H: DUAL WATER HIGHER PRESSURE SYSTEM(SHORT DEAD END MAIN)

REFER FIGURE109-D.

>DN100>DN100

REFER FIGURES109-B & C.

For end of main.YVW- refer Figure 109-D.SEW- refer Figure 109-E.

REFER FIGURES109-B & C.

REFER FIGURE109-D.

REFER FIGURES109-B & C.

Hydrant foroperational purposes

Hydrant foroperational purposes

LEGEND

REFER FIGURE109-D.

REFER FIGURE109-D.

DRINKING WATER ONLY DUAL WATER

For end of main.YVW- refer Figure 109-D.SEW- refer Figure 109-E.

For end of main.YVW- refer Figure 109-D.SEW- refer Figure 109-E.

For end of main.YVW- refer Figure 109-D.SEW- refer Figure 109-E.

(M

A

X

5

C

O

N

N

E

C

T

IO

N

S)

(M

A

X

5

C

O

N

N

E

C

T

IO

N

S)

1234

5

678

10

14151617

ITEM DESCRIPTION

11

FERRULE BENDPLASTIC PROTECTIVE DUST COVER

FERRULE

HYDRANT COVER AND SURROUND

POLYETHYLENE PIPE (PE)

FLUSHING BOX AND LID

HYDRANT RISER (REFER NOTE L)

MALE / MALE NIPPLE

1819

FL-SOC THRUST CONNECTOR

PE COMPRESSION FITTING 90 ELBOW

COMPRESSION COUPLED GATE VALVE

VALVE COVER AND SURROUND

BLANKED FLANGE TAPPED OFF CENTRE

SPINDLE PROTECTION PVC PIPE

HYDRANT TEE

RED GUM, CONCRETE OR PLASTIC

INSERTION GASKET, 316 STAINLESS STEEL NUTS,

SIZE / REFERENCEPE SUB-MAIN SIZE

DRAWING MRWA-W-107

100

MAIN SIZE

DRAWING MRWA-W-306

PE SUB-MAIN SIZE

MAIN SIZE x PE SUB-MAIN SIZEMAIN SIZE x 100

DRAWING MRWA-W-206

1004A HYDRANT

9

1213 CAMLOCK COUPLING - BRASS

DRAWING MRWA-W-302

BOLTS AND WASHERS

DRAWING MRWA-W-303

FIGURES 303-D to F

20 APPROVED SUPPORTS PLACED UNDER BOX 80 x 50

11A FEMALE COMPRESSION ADAPTOR

GROUND LEVEL

16

COMPACTEDCRUSHED ROCK ASPER MRWA-W-201(TRAFFICABLE AREA)

13 201514125

11A

7 MIN. 100MAX. 250

1

GROUND LEVEL

10 18

11

6

18

1 115

WITH FALSE SPINDLE

BLOCK AND WEDGES

GENERAL NOTES:A. All Male threads on all metal fittings must be wrapped in P.T.F.E. ( teflon ) tape.B. PE has a high coefficient of expansion and contraction.C. Continuous lengths of PE main preferred and shall be used when available.D. To make reductions from one pipe size to another, install an appropriate compression reducing

coupling.E. Locate flushing box at least 1 metre past last service connection clear of driveways where

practicable.

TAPPING BAND OR TAPPING SADDLE

FIGURE 109-A: SUB-MAIN OFFTAKE.SECTION VIEW

MRWA WATER SUPPLY STANDARDS

REVISION NO.ISSUED

MELBOURNE RETAIL WATER AGENCIES

DATE:

DATE:

CHECKED:DRAWN:DESIGNED:

1 2 6 7 8 9 10 12113 4 5

H H

CWW

SEWL

YVW

DATENAME APPROVED:

CWW

SEWL

YVW

DATENAME

APPROVEDDATEDESCRIPTIONREV

A

1 2 63 4 5

B

C

D

A

E

F

G

1 2 6 7 8 9 10 12113 5

A

B

C

D

E

F

G

H

MRWA-W-109

NOT TO SCALE

2012 3

POLYETHELENE RETICULATION DETAILS

R. JAGGER 20/01/2011R. JAGGER 20/01/2011

X C. RIVETTE 21/03/12X C.PAXMAN 21/03/12X K.DAWSON 21/03/12

X R.CARRUTHERS 21/03/12X G.REYNOLDS 21/03/12X A.COSHAM 21/03/12

1 PRE PUBLISHED DRAFT FOR COMMENT 12/07/11 R. JAGGER

2 PUBLISHED FIRST ISSUE 21/03/12 R. JAGGER

3 CHANGES TO TABLE 109-A & NOTES 01/12/16 RJ / CP / JT

FSL

800 MIN BETWEEN HYDRANT AND GATE VALVE

11A1919

319

4A

4

17

1

9

251 10

5 1

18

6

GROUND LEVEL

11A1919

9

23 10 1

800 MIN BETWEEN HYDRANT AND GATE VALVE

15 5

These details are referred to in drawing MRWA-W-108

PE SUB-MAIN SIZE

PE SUB-MAIN SIZE

DRAWING MRWA-W-302

11A

19

19

1

2

10

1

5

9

REFER TOMRWA-W-205 A & B

THRUSTCONNECTOR

TRENCH WALL

REFER TOMRWA-W-205A & B

REFER TOMRWA-W-205 A & B

> 2m

TRENCH WALL

100 X 45°

100 X 45°

1

15

FIGURE 109-C: SUB-MAIN JUNCTION. PLAN VIEW

8

14

FIGURE 109-D: FLUSHING BOX.SECTION VIEW

FIGURE 109-B: SUB-MAIN JUNCTION. SECTION VIEW

FIGURE 109-F: SUB-MAIN OFFTAKE FROM BEND.PLAN VIEW

11

FIGURE 109-G: ALTERNATIVE SUB-MAIN OFFTAKE FROM BEND.PLAN VIEW

TABLE 109-A: COMPONENT SCHEDULE

PE SUB-MAIN SIZE

REFER TABLE 107-AREFER TABLE 107-AREFER TABLE 107-A

REFER TABLE 107-A

RESTRAINEDJOINT PIPE

19

11

END OFRETICULATION MAINDN50 PE (< 500 kPa)DN40 PE (> 500 kPa)

DN50 PE / DN40 PEELBOW WITH 1"THREADED MALEOFFTAKE

PROPERTY SERVICEDN25 PE

11A. 1" THREADEDFEMALE TO

DN25PE ADAPTOR

FIGURE 109-E: SUBMAIN TRANSITION TOPROPERTY SERVICE (NO FLUSHING BOX)SEW ONLY

REFER TOMRWA-W-205 A & B

KEY REFERENCES:1. All products used must be listed in Water Agency approved product catalogues.2. For details of trench excavations and pipe embedment refer to drawing MRWA-W-201 & 202

and Water Agency product specifications.3. Standard minimum cover for PE must be maintained. Refer to MRWA-W-202.4. Ensure PE pipe connections to RRJ mains are completed in accordance with Fig 205A-L.5. PE approved jointing to be used, refer to Table 103-D for details.6. For covers and surrounds details, refer to MRWA-W-302 & 303.

FRONT BOUNDARY

FRONT BOUNDARY

MIN COVERREFER MRWA-W-202

LOCAL ROAD

Property services

PROP

ERTY

BOUN

DARY

PROP

ERTY

BOUN

DARY

STAMPNON-DRINKING WATER STAMP

DRINKING WATER

PROPERTY

KERB

LINE

FOOTWAY

PE pipe shown

PVC, DI or GRP pipe shown BOUNDARY

BOK

NDW

MAI

N

DW M

AIN

CARRIAGEWAY

BOUN

DARY

PROP

ERTY

NON-

DRIN

KING

DRIN

KING

9

7 6

8Drinking & non-drinkingwater property services

DWNDW

DW

NDWNDWDW

NDWDW

Tapping isolation valves (leave open)

Service ductkerb marking

MRWA WATER SUPPLY STANDARDS

REVISION NO.ISSUED

MELBOURNE RETAIL WATER AGENCIES

DATE:

DATE:

CHECKED:DRAWN:DESIGNED:

1 2 6 7 8 9 10 12113 4 5

H H

CWW

SEWL

YVW

DATENAME APPROVED:

CWW

SEWL

YVW

DATENAME

APPROVEDDATEDESCRIPTIONREV

A

1 2 63 4 5

B

C

D

A

E

F

G

1 2 6 7 8 9 10 12113 5

A

B

C

D

E

F

G

H

MRWA-W-110

NOT TO SCALE

2012 3

PROPERTY SERVICE ARRANGEMENTS

R. JAGGER 20/01/2011R. JAGGER 20/01/2011

X C. RIVETTE 21/03/12X C.PAXMAN 21/03/12X K.DAWSON 21/03/12

X R.CARRUTHERS 21/03/12X G.REYNOLDS 21/03/12X A.COSHAM 21/03/12

1 PRE PUBLISHED DRAFT FOR COMMENT 12/07/11 R.JAGGER

2 PUBLISHED FIRST ISSUE 21/03/12 R.JAGGER

3 TIES, ALIGNMENT, TABLE 110-B 01/12/16 RJ / CP / JT

300-700 (no frontRetaining Wall)

NATURE STRIP

Service duct markings.Refer Figure 110-I.

NDW

MAI

N

DW M

AIN

Duct. ReferTable 110-B.

DUCT

FOOTWAY

Terminal ballvalves (leaveclosed)

NOTES on Table 110-A and Figures 110-D to H:A. Examples of how these rules can be applied to determine optimum property service alignments can be

found in MRWA-W-102A.B. An allowance for trees shall be made for all lots >10m wide.C. Tappings shall not be installed under pavement or proposed trees unless impractical to do otherwise.D. Tappings between driveways and proposed trees are only acceptable in lots > 16m wide.E. End of property services shall be kept clear of pavement.F. End of property services shall be kept clear of proposed trees where Table 110-A preferences allow.G. Where building envelope front offset <1m, services are to terminate at the front boundary.H. GPS co-ordinates of each end of the conduits to be provided with the as constructed information.

I. These dimensions assume there is no retaining wall at the front of the lot.Where there is a retaining wall, refer to MRWA-W-214.

J. The tapping preferences set out in Table 110-A are based on pre-tapped connectors being used (ie: thatthe main is RRJ).For PE reticulation mains, tappings are single port and so only preference one in Table 110-A isrelevant.

K. Where the service is not at 90 deg, provide detectable marking tape from the tapping, through theconduit to the end of the service connection valve and run vertically to surface.

L. Keep water conduits clear of other authority pits.Use a single long radius bend (R> 1m) in each conduit as required to avoid these structures.

ROADRESERVE

WW

W

300 to 700(no R.W)

500±200Offset from frontboundary

TABLE 110-A: PROPERTY SERVICE ALIGNMENT & TAPPING PREFERENCES

FIGURE 110-A: TYPICAL SERVICE LAYOUTS (DUAL WATER)

FIGURE 110-I: SERVICE DUCT KERB MARKINGS

FIGURE 110-C: TYPICAL SERVICE ELEVATION

FIGURE 110-B: TYPICAL PROPERTY SERVICE PLAN ACROSS THE RD RESERVE

FIGURE 110-D: DN25/32PE PROPERTY SERVICE TERMINATION

1400

±100

200±50 200±50

1400

±100

Terminate at FrontBoundary when lot has<1m front offset to its'building envelope

Terminal ballvalves (leaveclosed)

200±50200±50

Terminal ballvalves (leaveclosed)

50

SIDE

PRO

PERT

YBO

UNDA

RY

FRONT BOUNDARY

FRONT BOUNDARY

SIDE

PRO

PERT

YBO

UNDA

RY

FIGURE 110-E: CASE 1. FIGURE 110-G: CASE 3.

ROADRESERVE

FIGURE 110-H: CASE 4.

SIDE

PRO

PERT

YBO

UNDA

RYSI

DE P

ROPE

RTY

BOUN

DARY

SIDE

PRO

PERT

YBO

UNDA

RY

FRONT BOUNDARY

SIDE

PRO

PERT

YBO

UNDA

RY

ROADRESERVE

SIDE

PRO

PERT

YBO

UNDA

RY

SIDE

PRO

PERT

YBO

UNDA

RY

Minimise the angle of the crossing (esp where angle is > 10°)1st PREFERENCE

REQUIREMENT REQUIREMENT DESCRIPTIONASSET

TAPPINGS &END OFSERVICESLONG SIDESERVICES

SIDE

PRO

PERT

YBO

UNDA

RY

FRONT BOUNDARY

SIDE

PRO

PERT

YBO

UNDA

RY

ROADRESERVE

SIDE

PRO

PERT

YBO

UNDA

RY

SIDE

PRO

PERT

YBO

UNDA

RY

SIDE

PRO

PERT

YBO

UNDA

RY

Use pre-tapped connector required for short side of rd2nd PREFERENCE

NON-PREFERREDOPTION

PREFERREDOPTION

~300

~300

TREE (Not required tobe indicated in design)

ReferNote K

FRONTBOUNDARY

FIGURE 110-F: CASE 2.

SIDE

BOU

NDAR

Y

FRONT BOUNDARY

SIDE

PRO

PERT

YBO

UNDA

RY

ROADRESERVE

SIDE

PRO

PERT

YBO

UNDA

RY

SIDE

BOU

NDAR

Y

5m

> 16m

W = Lot WidthAlternate servicelocation where W > 16m

> 16m

SIDE

PRO

PERT

YBO

UNDA

RY

Typical marking Tape(ref note I). Full extent of

tape not shown for clarity. Protective Covers(colour as shown)

Service duct kerbmarking, referFigure 110-I

5m

5m

MANDATORY Locate adjacent to side boundary where lot <16m wide.Locate adjacent to driveway (5m offset) where lot > 16mwide or where adjacent to side boundary is impractical.

TABLE 110-B: PROPERTY SERVICE ARRANGEMENTS AT DIFFERENT SIZES & CONSTRUCTION METHODSTAPPING OPEN CUT CONSTRUCTEDSIZE

DN25PE, orDN32PE

Non fire serviceDN40PE,DN50PE orDN63PE

REFERMRWA-W-111

REFERMRWA-W-107

> DN100 orfire serviceconnections

REFERMRWA-W-106

GENERAL NOTES:1. Property services shall be designed and constructed in

accordance with the MRWA 500 series standards.2. Fire and general services and > DN80 property services are

owned by the property owner and shall be constructed inaccordance with AS3500.

3. All other property services are owned by the Water Agencyand shall be designed and constructed in accordance withthese MRWA standards.

4. For acceptable water agency owned property servicepipelines, refer to MRWA-W-103 & MRWA products portal.

5. For acceptable trenchless constructed sleeves, refer toSewerage standard MRWA-S-103 & MRWA products portal.

6. For property services installed after road reserve pavementhas been constructed (usual method of connecting Industrial/ commercial properties), services shall typically beconstructed via trenchless construction.

7. For property services installations via trenchlessconstruction, refer to MRWA-W-213.

8. NDW property services shall always be located on the left ofthe DW property service as you look from the road to thefront of property.

9. PE service pipe shall only be bent in accordance to thelimitations described in PIPA document POP202.

10. Permanently stamp in wet kerb concrete a "W" (for DW), or anon drinking water symbol (as per Figure 110-G) in line withthe service connection conduit on both sides of the road.

11. All property services shall be constructed and pressuretested before connection of the reticulation main to the livenetwork.

12. Tappings shall:12.1. Be located in non-trafficable areas unless

impracticable.12.2. Be minimum of 500 apart.12.3. Have isolation valves left open.

13. Where bends are required in property service conduits, theyshall be long radius bends, R > 1m.

Install DW only service within SN4DN50 DWV conduit. Combine DWand NDW services into one SN4DN100 DWV conduit.

TRENCHLESS CONSTRUCTED

Install DW only service withinSN10 DN100 DWV conduit.Combine DW and NDW servicesinto one SN8 DN150 DWV conduit.

Install in accordance with AS3500

DN25PE or DN32PE PROPERTY SERVICE ARRANGEMENTS SHOWN

END OF SERVICE(S)Ball Valve &Cone required(if serviceconstructedprior to meterinstallation).Otherwise, ballvalve & conenot required.

Approvedmeterassembly

Install in accordance with AS3500. Connection of abored pipe to a fixed water main will likely require aflexible coupling (eg: Vario bend, braised Copper socket)

PROP

ERTY

BOUN

DARY

Duct. ReferTable 110-B.

DN25PE or DN32PE PROPERTY SERVICE ARRANGEMENTS SHOWN300 to 700(no R.W)

(Use DN of Conduit)MIN COVER

REFER MRWA-W-202(Use DN of Conduit)

Install each service in separate bores.Install as per MRWA-W-213 (hole overcut <30), orInstall service(s) within sleeves as per Sewerage standardMRWA-S-208. Use separate SDR21 DN63PE sleeves.

Install each service in separate bores.Install as per MRWA-W-213 (hole overcut <30), orInstall service(s) within sleeves as per Sewerage standardMRWA-S-208. Use SDR21 DN90/110/125PE sleeves.

DW / NDWseparation200±50

DW / NDWseparation300±50

DW / NDWseparation500±100

PE MAIN

ALTERNATIVE ORADDITIONAL CONNECTIONAS REQUIRED

INTEGRAL CUTTERAND SERVICEISOLATION VALVE

MAIN CONNECTIONBALL VALVE

Minimum bending radius TREN

CH

NDWDW

50

2540

NOTES:1. Residential property services shall typically be DN25PE.2. Larger services > DN40PE shall be connected as shown in MRWA-W-106 & 107.3. For PE main tapping saddle/ band jointing preferences, refer to Table 103-D.4. Only install pipe joiners if approved by the water agency.5. Maintain min 500 longitudinal spacing (between outside of fittings) between tapping bands, saddles,

pre-tapped connectors and/or pipe joints, except for existing PVC-U, cast iron and asbestos cementpipes where spacings should be in accordance with water agency requirements (based on pipecondition).

6. Service connections not permitted under drive ways.7. Service connections under reinforced concrete and all fire service connections <DN00 shall use a ferrule

with Fitzroy box surface cover.Ferrule bends shall be used to set the correct angle of the property service.

8. Service pipe shall only be bent in accordance to the limitations described in PIPA document POP202.9. Tapping fitting must be orientated between vertical (line above the main) and the horizontal line (towards

the property being serviced).10. All male threads shall be wrapped in PTFE tape.11. Isolation valves at the tapping shall be left open after installation.12. Bare metal (gun metal / SS) shall not be used in corrosive ground (soil resistivity > 500 ohms.cm) unless

components are wrapped with a petrolatum wrapping system.Refer to MRWA-W-306A.

TAPPING ANGLE MAYBE BETWEENVERTICALLY UP ANDHORIZONTAL

TAPPING ANGLE MAYBE BETWEENVERTICALLY UP ANDHORIZONTAL

TO END OF SERVICEProperty service conduit /sleeve details (referMRWA-W-110)

Remove sharp edgesfrom duct opening

BALLVALVE

BALLVALVE

ALTERNATIVE TAPPINGSTO BE PLUGGED WHENNOT USED

SERVICEISOLATION VALVE ADAPTOR

(IF REQUIRED)

MRWA WATER SUPPLY STANDARDS

REVISION NO.ISSUED

MELBOURNE RETAIL WATER AGENCIES

DATE:

DATE:

CHECKED:DRAWN:DESIGNED:

1 2 6 7 8 9 10 12113 4 5

H H

CWW

SEWL

YVW

DATENAME APPROVED:

CWW

SEWL

YVW

DATENAME

APPROVEDDATEDESCRIPTIONREV

A

1 2 63 4 5

B

C

D

A

E

F

G

1 2 6 7 8 9 10 12113 5

A

B

C

D

E

F

G

H

MRWA-W-111

NOT TO SCALE

2012 3

INSTALLATION OFDN25PE AND DN32PE OFFTAKES

R. JAGGER 20/01/2011R. JAGGER 20/01/2011

X C. RIVETTE 21/03/12X C.PAXMAN 21/03/12X K.DAWSON 21/03/12

X R.CARRUTHERS 21/03/12X G.REYNOLDS 21/03/12X A.COSHAM 21/03/12

1 PRE PUBLISHED DRAFT FOR COMMENT 12/07/11 R.JAGGER

2 PUBLISHED FIRST ISSUE 21/03/12 R.JAGGER

3 FERRULES INC. NDW SERVICE VERT ALIGNMENT 1/12/16 RJ / CP / JT

25

FIGURE 111-F: PE MAIN TAPPING SADDLES (UNDER PRESSUREOR DRY CONNECTION)

Property service pipes require75 approved embedment allaround the pipe

INSULATE DZ BRASS FITTINGFROM STAINLESS STEEL

DN25PE 20 mm25 mmDN32PE

SERVICE SIZE VALVE SIZE16 mm22 mm

COUPON / DRILL SIZE

> Minimumcover. Refer

to Table202-A

> Minimumcover. Refer toTable 202-A >50

>50

FIGURE 111-A: PRE-TAPPED CONNECTOR (CUT IN CONNECTION)(FOR DRY TAP RESIDENTIAL CONNECTIONS TO ALL NEW DN100 - DN 150 RRJ MAINS)

FIGURE 111-B: SS WIDE CLAMP TAPPING BAND

FIGURE 111-C: NARROW CLAMP TAPPING BAND (MADE OF DI, GM, GRN or PP)

RUBBER RING JOINTED MAINS

ANY HOST MAINS

PE HOST MAINS

FIGURE 111-E: PE MAIN TEE INSERTION & SCHEMATIC (CUT IN CONNECTION)(FOR PE MAINS < DN 63 PE )

TABLE 111-A: HOST MAIN, VALVE & DRILL DIAMETERS AT CONNECTIONS

FIGURE 111-G: PRE-TAPPED CONNECTOR CROSSOVERS

(FOR PE MAINS > DN 63PE )

NDWDW

>50

>50

FIGURE 111-H: FERRULE TAPPING CROSSOVERS

FERRULE

FERRULE BEND

FERRULE

FERRULE BEND

<500

TAPPING BAND /SADDLE

FERRULE BEND

PE ADAPTOR

FIGURE 111-D: FERRULE CONNECTIONS (PLAN VIEW)

BOTH TYPES OF ISOLATION VALVES ARE SUITABLE FOR BOTH WET AND DRY CONNECTIONS.

Alternative NDWservice alignments

>50

As per Table 103-D, EF welding is not preferred and shall only be undertaken where theContractor has been issued with a dispensation by the water agency to use this method.

>50

Alternative NDWservice alignments

SOME NARROW BAND ARE AVAILABLE FOR MAINS > DN40PE.SOME NARROW BAND ARE AVAILABLE FOR MAINS > DN63PE.

NOT SUITABLE FOR PVC-O & PEFOR PVC-U, PVC-M AND RIGID MAINS ONLYBOTH TYPES OF ISOLATION VALVES ARE SUITABLE FOR BOTH WET AND DRY CONNECTIONS.

(OTHER THAN MS)

WATERMAIN

MIN HOST MAIN SIZEDN40PEDN63PE