APPROVED MATERIALS

APPROVED MATERIALS

IN THIS SECTION

§ AM-1 General Provisions§ AM-CBD Central Business District§ AM-2 Streetscape§ AM-3 Reserves§ AM-4 Transportation Network§ AM-5 Stormwater§ AM-6 Wastewater§ AM-7 Water Supply§ AM-8 Public Lighting§ AM-9 Network Utilities

APPROVED MATERIALSAM-1 GENERAL PROVISIONS

TABLE OF CONTENTS

AM-1.1 General ...............................................................................................................1

AM-1.2 Minimum Requirements .......................................................................................1

AM-1.3 Process Management ..........................................................................................2

AM-1.4 Pre-Approval Meetings ........................................................................................4

AM-1.5 Approval Processess ...........................................................................................5

AM-1.6 Trial Installation ...................................................................................................6

AM-1.7 Declining an Application ......................................................................................7

AM-1.8 Materials Advisory Panel .....................................................................................7

AM-1.9 Removal from the Approved Materials List ..........................................................7

AM-1.10 Other Means of Approval ...................................................................................8

AM-1.11 Use of Non-Approved Materials .........................................................................9

AM-1.12 Approved Material List Categories .....................................................................9

AM-1 GENERAL PROVISIONS

Updated 01/07/2014 Page 1

AM-1.1 General

Tauranga City Council and Western Bay of Plenty District Council (WBoPDC) are bothcommitted to providing quality infrastructure while balancing operational and maintenancecosts at a level of expenditure aligned with community expectations.

Experience gained over many years of operation of these systems has shown that relying onlyon standard specifications for components of an infrastructure system or network does notnecessarily provide the best result.

Both Councils have agreed to operating under a combined set of Approved Materials lists tobetter support infrastructure system serviceability, support good procurement practice and toensure good quality affordable infrastructure is owned and operated by each Council.

Therefore, the two Councils have committed to maintain a formal Approved Materialsapplication and management process and publish the results of the process on combinedApproved Materials lists.

The Approved Material process will be outlined in:

a) The Infrastructure Development Code (IDC) for TCC.

b) The Development Code for WBoPDC.

Both documents are referred to in this section as "the Code".

For consistency within this section of the Code, the following definition applies:

Material/s - Any product, material, component or the like, that can be considered for ApprovedMaterial acceptance.

The materials within the approved materials lists represent infrastructure that is commonly andfrequently constructed and installed in Tauranga City and Western Bay of Plenty Councilareas that are intended for ownership by either Council.

Failure to have a material approved does not mean it can never be used. It may be appropriatefor use for a specific design reason but not be appropriate for frequent use. Approval shall beobtained from Council to allow use of non-approved materials.

The Manager:Asset and Infrastructure Planning may delegate their responsibilities underAM-1 Approved Materials to an appropriate Council professional.

AM-1.2 Minimum Requirements

a) All industry practitioners shall use the materials specified on the joint Approved Materialslists when designing, specifying, constructing or maintaining infrastructure that is:

i) To be transferred into Council ownership via a permitted activity (subdivision or landuse).

ii) To be constructed as part of a capital works project or contract on behalf of Council.


Page 2 Updated 01/07/2014

iii) To be upgraded or maintained on behalf of Council through approved maintenancework.

iv) In any situation where Council’s infrastructure or quality requirements i.e.infiltration, may be affected by private infrastructure materials or performance.

b) Care shall be taken to ensure that the latest operative version of the Approved Materialslist is used. Materials and products may be added or deleted from the list of ApprovedMaterials list in line with the Approved Materials approval process detailed in AM-1.3.2Application for Material Approval. The information is available online and Council shallmake all reasonable efforts to ensure the lists are kept up to date.

c) The Approved Materials lists shall be read in conjunction with:

i) Other sections of the Code.

ii) Any relevant contract plans.

iii) Any relevant contract specifications.

d) Materials used that are not in the Approved Materials list will be rejected unless writtenapproval from Council is obtained before installation of those materials. Rejectedmaterials will be removed at the expense of either the Consent Holder, the ConsentHolder's Representative, the designing consultant, Contractor or Supplier, whichever isappropriate.

e) Should any conflicts occur, please advise the Manager: Asset and Infrastructure Planning,Tauranga City Council who is delegated the authority to make the final decision.

AM-1.3 Process Management

The joint process will be administered by TCC and includes staff from each Council.

The Manager:Asset and Infrastructure Planning is delegated the authority to manage theprocesses outlined below and make final decisions on applications for a material to be addedto the Approved Materials list or be removed from the Approved Materials list.

Where agreement can not be reached between each Council relating to an approval orremoval of a material e.g. it may only be suited to one Council's operational requirements, thematerial will be tagged on the lists as "TCC Only" or "WBoPDC Only" to show which Councilallows the use of that material.

AM-1.3.1 Approval Considerations

In determining if a material is to be added to or deleted from the Approved Materials listswithin the Code, consideration shall be given to the following matters:

a) Information as required by AM-1.3.2 Application for Material Approval.b) Compliance with City Plan Performance Standards (TCC only)

c) Frequency and criticality of it’s use

d) Durability during transport, storage and installation.

e) Ease of Installation.

f) Ease, efficiency and cost of operation, maintenance and replacement



g) Frequency of Replacement

h) Compatibility with the balance network.

i) The track record of the manufacturer and/or supplier of the material.

j) Review of references provided.

k) Reliability.

l) Parts availability and parts life expectancy in the NZ market for the life of the material.

m) Supplier Support

Maintenance and cost benefits can be gained by limiting the range of a specialinfrastructure component (e.g. water meters) to a small range with a proven track record ofreliability, parts availability and the expectation that they will remain available within theNew Zealand market for many years.

It can not be assumed that by meeting all technical specifications of approval that amaterial will be accepted. Asset Management considerations e.g. operating, maintenanceand replacement costs, material compatibility within networks and systems are asimportant as any other criteria Council considers.

AM-1.3.2 Application for Material Approval

Applications shall be initiated by using AM-1 Apx A Application for Acceptance of Productsand/or Materials. The application form shall be completed in full for an application to beconsidered. All supporting information shall be attached and submitted to the Manager:Asset and Infrastructure Planning (TCC).

The application shall include the following information:

a) Application Form:

i) Date of application

ii) Asset Group i.e. the infrastructure group/s that the material will be used for

iii) Material Type i.e. what it is e.g. a valve, a lid, a bollard

iv) Manufacturers ID Code: The manufacturers identification code/number for thematerial

v) Material brand name i.e. it’s common trade name

vi) Proposed Purpose i.e. what is it used for e.g. conveyance of stormwater,pressure control, support structure

vii) Product Details Attached i.e. list the supporting evidence supplied with theapplication

viii) Manufacturer i.e. who makes it

ix) Applicant’s company name

x) Applicant’s contact details

xi) Asset Life i.e. the expected length of time the material can be expected to lastbefore requiring replacement (acknowledging appropriate construction,transportation, installation, use, operation and maintenance).



xii) Standards Manufactured to i.e. the New Zealand, Australian or BritishStandard/s it is compliant with

xiii) Quality Standards License Number/s i.e. the licence number or equivalentapproved independent third party certification e.g. SAI Global, British StandardsInstitution (BSI), the approval mark of standards compliance issued.

xiv) Known Material Suppliers i.e. where can it be bought or ordered from.

xv) Approval by other Territorial Authorities i.e. Confirmation that the material isapproved for use by other New Zealand Territorial Authorities.

b) Supporting Information:

i) Technical Information e.g. design, composition, dimensions, specification of useetc

ii) Proof of standards compliance and manufacturers quality assurance. Wherethere is no applicable standard, the manufacturer shall supply copies of theirquality assurance procedure and producer statements to support theirperformance and composition claims for the material concerned.

iii) Proof of license number/s

iv) Manufacturer’s instruction on how the material is to be installed and any specificinstallation training requirements.

v) Evidence of written approval by other Territorial Authorities including contactnames and details.

c) Samples

i) Where possible, it may beneficial to provide a sample of the material to allow theAsset Managers a closer look at it.

Note: Where any information is insufficient or missing, the application will be declined,highlighting that information is missing and confirming that the application is incomplete.

AM-1.3.2.1 Material Suppliers / Merchants

All applications shall include information on where the material can be obtained.Council encourages identification of local suppliers and merchants.

Where a supplier identifies a material on the Approved Materials lists that they cansupply, but they are not listed, they can apply to the Manager: Asset and InfrastructurePlanning for addition to the known suppliers list. Applications shall be in writing andinclude proof that the supplier / merchant can supply the exact material on the list.

"Like" materials or different brands will not be accepted. They must undergo the fullprocess.

AM-1.4 Pre-Approval Meetings

Merchants, suppliers and manufacturers are welcome to make contact with Council staff todiscuss a materials potential for acceptance. It is advisable that the appropriate Council AssetManager is involved in all discussions.



Acceptance on to the Approved Materials list can not be obtained this way. All applicationsmust follow the process outlined in this document.

AM-1.5 Approval Processess

The Manager: Asset and Infrastructure Planning will review the application and is delegatedthe authority to determine the approval method the application will be reviewed under. Inreviewing the application and determining which process to use, the Manager: Asset andInfrastructure Planning will consider the risks associated with and the benefits of the material.

The two approval processes are:

a) Low Risk Process.

b) Detailed Consideration Process.

Note: Examples of materials that are likely to be reviewed using the low risk process could befastenings, bolts, standard timber fencing etc.

AM-1.5.1 Low Risk Process

Where the Manager: Asset and Infrastructure Planning considers the risks associated withthe proposed material are low:

a) They will forward a copy of the application and supporting information to the relevantTCC and WBoPDC Asset Managers relating to the material that is the subject of theapplication, for their recommendation.

b) The relevant Asset Managers will respond in writing to the Manager: Asset andInfrastructure Planning recommending approval or trial installation or declining theaddition of the material onto the Approved Materials list.

c) The Manager: Asset and Infrastructure Planning will consider the response from theAsset Manager and is delegated the authority to make the final decision toapprove/decline the material, advise the applicant of the decision, and whenapproved, add the approved material to the Approved Materials lists.

d) Where approval is declined the Manager: Asset and Infrastructure Planning will advisethe applicant of this in writing within 14 days of the completed review detailing thereasons for declining the application.

e) The updated Approved Materials list will then be published on each Council’s website.

AM-1.5.2 Detailed Consideration Process

Where the Manager: Asset and Infrastructure Planning considers the material greater thana low risk, the Full Consideration Process shall apply as follows:

a) The Manager:Asset and Infrastructure Planning is delegated the authority to convenea Materials Advisory Panel.



b) The application will be reviewed by the Panel. The Panel may request additionalinformation it considers it needs to successfully undertake its review. The Panel shallassess the suitability of the material for acceptance onto the Approved Materials listsgiving consideration to:

i) The criteria outlined in AM-1.1.2 Relevant Criteria

ii) The information required by AM-1.3.2 Application for Material Approval

iii) Any other matter relevant to the particular application.In some cases the Panel may elect to have the material installed into a live Counciloperating environment on a trial basis. This trial installation is undertaken in accordancewith AM-1.6 Trial Installation.

Trial installations will be recorded in the relevant Council's Asset Management System.

The Panel will make a recommendation to the Manager: Asset and Infrastructure Planningas to whether the application should be approved/declined and specify their reasons(relevant considerations) for their recommendation.

The Manager: Asset and Infrastructure Planning is delegated the authority to make thefinal decision whether to approve/decline and application, advise the applicant of thedecision, and, when approved, add material to the Approved Materials lists.

Where approval is declined the Manager: Asset and Infrastructure Planning will advise theapplicant of this in writing within 14 days of the completed review detailing the reasons fordeclining the application.

The updated Approved Materials list will then be published on each Council’s website.

AM-1.6 Trial Installation

If trial installation is advised by the Materials Advisory Panel, then:

a) The cost of this installation shall be met by Council. However, Council may require anextension to any warranty and the payment of a bond to the value of replacing the materialand any other cost i.e. damage that may be incurred should the material fail.

b) The material shall be inspected at intervals of 3, 6, 9 and 12 months to assess durability ina live situation.

c) At the end of the specified trial period, appropriate experts chosen by the Panel shallinspect the material and determine if it is suitable for acceptance. Assessment will bemade to identify any signs of deterioration, distortion or other failure.

The Panel shall advise, after the trial period, any further requirements or trial extensionsand/or to make a final determination of the materials suitability.

Once decision has been reached, the process shall conclude as specified in AM-1.5.2Detailed Consideration Process.

Note: A material undergoing a trial installation is not deemed to be an approved material.Suppliers or manufacturers must not assume that the material is accepted. No material shallbe added to the Approved Materials lists until fully approved.



AM-1.7 Declining an Application

An application may be declined for one of or a combination of the following:

a) The application form is not completed in full

b) The requirements of AM-1.3.1 Approval Considerations are not suitably met for Council’sneeds

c) The requirements of AM-1.3.2 Application for Material Approval are not supplied in full.

The applicant shall be advised of the reason/s for decline.

AM-1.8 Materials Advisory Panel

The Materials Advisory Panel is an informal panel of experienced professionals thatcomprises the following:

a) Manager: Asset and Infrastructure Planning.

b) TCC and WBoPDC Council Asset Managers (appropriate to the asset/s affected by thematerial being applied for).

c) The Materials Advisory Panel may also comprise the following:

i) An independent industry expert (not connected in any way to the material,manufacturer, supplier or Council).

ii) Any other professional the Advisory Panel considers would assist in reviewing theapplication. (This professional may be a member of Council staff or be an externalparty. It is not envisaged that such a professional would be required very often).

The Materials Advisory Panel shall convene bi-annually or when a decision of extremeimportance is required. This is likely to be a rare occurrence. This ensures a more streamlinedand less expensive management process for the Council and applicants.

The Materials Advisory Panel is chaired by the Manager: Asset and Infrastructure Planning.

AM-1.9 Removal from the Approved Materials List

Council reserves the right to delete any material from the Approved Material lists for anyreason and at any time. The Manager: Asset and Infrastructure Planning is delegatedauthority to determine if a material should be removed/deleted from the Approved Materiallists.

Removing a material from the Approved Materials lists may occur for many reasons but islikely to be for one of the following:

a) Experience shows that the material is unsatisfactory.

b) There has been a change in quality, specifications or performance.

c) The source has changed.

d) The material is no longer available in New Zealand cost effectively.

e) The materials production line is discontinued.



f) Improved replacement material/s become available.

Where it is proposed that a material should be removed from the Approved Material lists, theManager: Asset and Infrastructure Planning will:

a) Obtain opinions from the affected Asset Manager, the Materials Advisory Panel or otherprofessional, depending on the circumstance for removal, to confirm why an ApprovedMaterial is to be removed from the Approved Materials list.

b) Use their best endeavours to consult with the manufacturer/supplier of the ApprovedMaterial and outline the reasons for removal of the material and give themanufacturer/supplier a reasonable opportunity to respond.

c) Consider the opinion of the Asset Managers and those of the manufacturer and/or supplierand make a final decision on removal of the material from the Approved Materials list.

d) Advise the manufacturer/supplier of the decision including the reason/s for removal.

The updated Approved Materials list will then be published on each Council’s website.

AM-1.10 Other Means of Approval

The process covered in AM-1 General Provisions is intended to relate to infrastructure that iscommonly and frequently constructed and installed in Tauranga City and Western Bay ofPlenty Council area. Other materials, not included on the Approved Materials lists, can beapproved on a specific design basis.

This typically relates to a specific material that requires special or larger sized infrastructuredue to the requirements and desired outcomes of the project.

AM-1.10.1 Specific Design Approval

Specific design approval is applicable for all materials that do not appear on the ApprovedMaterials lists.

Application shall be made during the design phase of any project to ensure that all affectedparties are involved in the decision making process and adequate time is given to Councilto consider the application.

The designer shall contact the relevant Council Asset Manager requesting a specificdesign approval. All specific design applications shall meet the requirements of AM-1.3.1Approval Considerations and AM-1.2 Minimum Requirements.

The Asset Manager shall manage the application and involve a Council Project Engineerand the Manager: Asset and Infrastructure Planning, with the decision making process,considering the needs of all co-stakeholders. An independent engineering professionalmay also be called upon when required to provide advice based on their expertise.

Where a unanimous decision can not be reached, the Manager: Asset and InfrastructurePlanning shall provide the final decision, giving reasons for their decision.

Approval of a material under this process does not set any precedent. The approvalrelates only to the project advised on the application.



The material will not be added to the Approved Materials list unless the Manager: Assetand Infrastructure Planning agrees it is appropriate to do so.

AM-1.11 Use of Non-Approved Materials

Materials that have not been approved by Council are not permitted for use within orconnection to Council networks. If this occurs, the material shall be removed and replaced bymaterials acceptable to Council.

All costs for the removal and replacement shall be the responsibility whomever is deemedresponsible from the following:

a) the Principal / Consent Holder; and/or

b) the Engineer/Consent Holders Representative, and/or

c) the Contractor

Material manufacturers and suppliers are expected to give correct advice when advisingindustry on whether their materials are approved or not. Retrospective applications aredeemed to be inappropriate and unfair to other manufacturers and suppliers who haveprogressed through the approval process.

AM-1.12 Approved Material List Categories

The following are the column headings within the approved materials lists:

Clause Number: The document identification number for the listed material types

Category: The type of a material

Product: The brand name and manufacturers ID number of the material

Size: The relevant diameter, area, measurements etc of the material

Application / Comment: What the material is used for / Any notable requirements for thematerial

Standard / Class: The applicable standards and class requirement for the material

Asset Life: The agreed or standard defined life of the asset before it requires replacement(assuming the manufacture, transportation, design use, construction, installation, testing,operation and maintenance of the asset has been completed to the relevant standard.

Approved Manufacturer: The company who made the material / The number or code used bythe manufacturer to identify the material

Suppliers Known to Council: Any entity or company that provides / sells the material and hasbeen identified to Council as doing so.



AM-1 - Appendix AApplication for Acceptance of Products and/or Materials

TAURANGA CITY COUNCIL

&

WESTERN BAY OF PLENTY DISTRICTCOUNCIL

For Use In The Tauranga City And Western Bay Of Plenty AreaDate:

Asset Group:(Please Circle or highlight)

Streetscape / Reserves / Transportation Network / Stormwater Wastewater / Water Supply / Public Lighting / Network Utilities

Product Type: Manufacturers IDCode:

Product Brand Name:

Proposed Purpose:

Product Details Attached:

Manufacturer:

Applicant Company:

Contact Person: Contact Phone:

Email Address:

Asset Life (years):

Standards Manufactured to:

Quality Standards Licence Number/s:

Known Product Suppliers

Territorial Authorities where this product is currently approved: (written evidence must be attached).

Please Note: All information requirements requested above shall be provided for anapplication to be considered. The requirements of AM-1 Approved Materials of the TaurangaCity Council Infrastructure Development Code (IDC) shall also be met in full for an applicationto be considered.

AM-CBD CENTRAL BUSINESS DISTRICT

TABLE OF CONTENTS

Table 1: CBD .....................................................................................................................2



Table 1: CBD

Materials that are not on the following table MUST be approved by Council – refer to AM-1 – General Provisions.

Category / Material Application Standard Product / Comment RecommendedManufacturer

RecommendedSupplier

AM-CBD.1 Grassing

AM-CBD1.1 Grass Seed Mixture Specific design and approval

AM-CB1.2 Fertiliser Specific design and approval

AM-CBD.2 Gardens

AM-CBD.2.1 Soil Specific design and approval

AM-CBD.2.2 Mulch Specific design and approval

AM-CBD.3 Tree Pits

AM-CBD.3.1 Backfill Tree pits 50:50 mix of in-situ material and decomposed andtreated organic matter.

AM-CBD.3.2 Mulch Tree pits 100mm uniformdepth

Cambium-grade bark that is clean, free of sawdustand dirt and with individual pieces no larger than100mm.Arb mulch.

Hardstand area 75mm depth hoggin mulch.

AM-CBD.3.3 Stakes 90mm Ø small end diameter H4 timber poles, stainedblack.

AM-CBD.3.4 Ties Specific design and approval

AM-CBD.3.5 Root Guard An impermeable root barrier minimum 4.0m long,0.5m deep and 1mm thick.

AM-CBD.4 Bollards

AM-CBD.4.1 Concrete Surround Bollard support andmowing strips

NZS 3104 17.5MPa concrete




RecommendedSupplier

AM-CBD.4.2 Timber Sceptre Streetscapes

AM-CBD.4.3 Stainless Steel CBD Only Tier 1 Bollard Streetscapes

AM-CBD.4.4 Hasp and Staple Removable bollards

AM-CBD.4.5 Ground Sleeve Removable bollards PVC

AM-CBD.4.6 Reflector Removable bollards Specific design and approval

AM-CBD.5 Fences

AM-CBD.5.1 Concrete Surround Post support and mowingstrips

NZS 3104 17.5MPa concrete

AM-CBD.5.2 Timber All posts All timer to be suitably treated for given applicationi.e. H5 where ground contact is expected.

AM-CBD.5.3 Stainless Steel CBD Palisade 20mm Ø, 12 per panel, 200mm spacings.Refer to CBD220.

AM-CBD.5.4 Fastenings All fastenings All fastenings to be minimum hot-dip galvanised.

AM-CBD.6 Gateways

AM-CBD.6.1 Chains Specific design and approval

AM-CBD.6.2 Gates Specific design and approval

AM-CBD.7 Pathways

AM-CBD.7.1 Timber Path edging H5 100mm x 25mm

AM-CBD.7.2 CBD Timber DeckWaterside Edging

100mm x 200mm Iron Bark on timber spacer.Refer CBD441.

AM-CBD.7.3 CBD Timber Decking 100mm x 200mm Iron Bark on structure.Refer CBD440.

AM-CBD.7.4 Concrete NZS 3104 17.5MPa concrete

AM-CBD.7.5 Aggregate GAP 25

AM-CBD.7.6 Cobbles/Pavers Specific design and approval




RecommendedSupplier

AM-CBD.7.7 Tactile Paving AS/NZS 1428

AM-CBD.7.8 Steel Edging 10mm x 50mm equal angle stainless steel.Refer CBD225.

AM-CBD.8 Seats

AM-CBD.8.1 Type S1 Bespoke Refer CBD340

AM-CBD.8.2 Type S1 Bespoke.Backless

Refer CBD341

AM-CBD.8.3 Type S2 Bespoke Refer CBD342

AM-CBD.8.4 Type S2 Bespoke.Backless

Refer CBD343

AM-CBD.8.5 Type S4 Proprietary Refer CBD344

AM-CBD.9 Signage

AM-CBD.9.1 Street Signage General use Refer to MOTSAM

AM-CBD.9.2 Interpretive CBD only Refer CBD351

AM-CBD.9.3 Way Finding CBD only Refer CBD350

AM-CBD.10 Lighting

AM-CBD.10.1

All Lighting Specific design and approvalRefer CBD801 for Accent Lighting

AM-CBD.11 MiscellaneousFurniture

AM-CBD.11.1

Drinking Fountain Refer CBD230

AM-CBD.11.2

Concrete Cube Seating or Bollard dualpurpose applications.

Refer CBD801

APPROVED MATERIALSAM-2 STREETSCAPE

TABLE OF CONTENTS

Table 2: Streetscape ........................................................................................................2

AM-2 STREETSCAPE


Table 2: Streetscape



RecommendedSupplier

AM-2.1 Grassing

AM-2.1.1 Grass Seed Mixture All grassed areas NZ Browntop 50kg/ha.High-endophyte Turf Rye 200kg/ha.

AM-2.1.2 Fertiliser All grassed areas 2-3 daysbefore seeding

30% Potassic superphosphate150kg/ha.Sulphate of ammonia 50kg/ha.

One month after seeding Di-ammonium phosphate (DAP) 100kg/ha.

AM-2.2 Gardens

AM-2.2.1 Soil All gardens minimum500mm deep

50:50 mix of in situ material and decomposed andtreated organic matter.

AM-2.2.2 Mulch All gardens 100mmuniform depth

Cambium-grade bark that is clean, free of sawdustand dirt and with individual pieces no larger than100mm.

AM-2.2.3 ShellsWBoPDC Only

Specific design and approval

AM-2.2.4 OtherWBoPDC Only

Specific design and approval

AM-2.3 Tree Pits

AM-2.3.1 Backfill All tree pits 50:50 mix of in-situ material and decomposed andtreated organic matter.

AM-2.3.2 Mulch All tree pits 100mmuniform depth


AM-2.3.3 Stakes All tree pits Untreated hardwood, minimum 40mm x 40mm x1500mm.

AM-2 STREETSCAPE



RecommendedSupplier

AM-2.3.4 Ties Elasticised tie.Jute (Hessian) - WBoPDC only

AM-2.3.5 Root Guard All trees An impermeable root barrier minimum 4.0m long,0.5m deep and 1mm thick.

AM-2.4 Fences

AM-2.4.1 Concrete Post support and mowingstrips

NZS 3104 17.5MPa concrete.

AM-2.4.2 Timber All posts All timber to be suitably treated for given applicationi.e. H5 where ground contact is expected.

AM-2.4.3 Wire Rural fencing No. 8 gauge wire or 2.4mm HT wire.

AM-2.4.4 Wire Mesh Rural fencing 50mm mesh No. 12 gauge wire.

AM-2.4.5 Fastenings All fastenings All fastenings to be minimum hot-dip galvanised.

AM-2.5 Bollards

AM-2.5.1 Concrete Bollard support andmowing strips

NZS 3104 17.5MPa concrete.

AM-2.5.2 Bollards All bollards 180mm Ø H5 treated radiata pine - TCC Only200mm Ø H5 treated radiata pine - WBoPDC Only

AM-2.5.3 Hasp and Staple Removable bollards

AM-2.5.4 Ground Sleeve Removable bollards PVC.

AM-2.5.5 Reflector Removable bollards

AM-2.6 Gateways

AM-2.6.1 Chains Specific design and approval

AM-2.6.2 Gates Specific design and approval

AM-2.7 Pathways

AM-2.7.1 Timber Path edging H5 100mm x 25mm.

AM-2.7.2 Concrete NZS 3104 17.5MPa concrete - TCC Only

AM-2 STREETSCAPE



RecommendedSupplier

20.0MPa concrete - WBoPDC OnlyAM-2.7.3 Gravel GAP 25.

AM-2.7.4 Concrete Block Paving Incl. Cobblestones Refer to AM-4.12 Concrete Block Paving

APPROVED MATERIALSAM-3 RESERVES

TABLE OF CONTENTS

Table 3: Reserves ............................................................................................................2

AM-3 RESERVES


Table 3: Reserves



RecommendedSupplier

AM-3.1 Grassing

AM-3.1.1NZ Browntop 50kg/haHigh-endophyte Turf Rye200kg/ha

All grassed areas Grass Seed Mixture.

AM-3.1.2 Kikuyu and Couch TurfCoastal grassed areasDune restoration -WBoPDC only

Grass Seed Mixture specific approval.

AM-3.1.3

30% Potassicsuperphosphate150kg/ha Sulphate of ammonia50kg/ha

All grassed areas 2-3 daysbefore seeding Fertiliser.

AM-3.1.3.1

Di-ammonium phosphate(DAP) 100kg/ha One month after seeding Fertiliser to be applied as separate applications after

fertilising as noted in AM.3.1.3.AM-3.2 Gardens

AM-3.2.1 Soil All gardens minimum500mm deep

50:50 mix of in-situ material and decomposed andtreated organic matter.

AM-3.2.2 Mulch All gardens 100mmuniform depth

Cambium-grade bark that is clean, free of sawdustand dirt and with individual pieces no larger than100mm.

AM-3.2.3 ShellsWBoPDC Only Specific design and approval

AM-3.2.4 OtherWBoPDC Only Specific design and approval

AM-3.3 Tree Pits

AM-3.3.1 Backfill All tree pits 50:50 mix of in-situ material and decomposed andtreated organic matter.

AM-3 RESERVES



RecommendedSupplier

AM-3.3.2 Mulch All tree pits 100mmuniform depth


AM-3.3.3 Stakes All tree pits Untreated hardwood, minimum 40mm x 40mm x1500mm.

AM-3.3.4 Ties Elasticised tie.Jute (Hessian) - WBoPDC Only

AM-3.3.5 Root Guard All trees An impermeable root barrier minimum 4.0m long,0.5m deep and 1mm thick.

AM-3.4 Fences

AM-3.4.1 Concrete Post support and mowingstrips NZS 3104 17.5MPa concrete.

AM-3.4.2 Timber All posts All timber to be suitably treated for given applicationi.e. H5 where ground contact is expected.

AM-3.4.3 Wire Rural fencing No. 8 gauge wire or 2.4mm HT wire.

AM-3.4.4 Wire Mesh Rural fencing 50mm mesh No. 12 gauge wire.

AM-3.4.5 Fastenings All fastenings All fastenings to be minimum hot-dip galvanised.

AM-3.5 Bollards

AM-3.5.1 Concrete Bollard support andmowing strips NZS 3104 17.5MPa concrete.

AM-3.5.2 Bollards All bollards 180mm Ø H5 treated radiata pine - TCC Only200mm Ø H5 treated radiata pine - WBoPDC Only

AM-3.5.3 Hasp and Staple Removable bollards

AM-3.5.4 Ground Sleeve Removable bollards PVC.

AM-3.5.5 Reflector Removable bollards

AM-3.6 Gateways

AM-3.6.1 Chains Specific design and approval

AM-3 RESERVES



RecommendedSupplier

AM-3.6.2 Gates Specific design and approval

AM-3.7 Pathways

AM-3.7.1 Timber Path edging H5 100mm x 25mm.

AM-3.7.2 Concrete NZS 3104 17.5MPa concrete - TCC Only20.0MPa concrete - WBoPDC Only

AM-3.7.3 Gravel GAP 25.

AM-3.7.4 Concrete Block Paving Incl. Cobblestones Refer to AM-4.1.2 Concrete Block Paving

APPROVED MATERIALSAM-4 TRANSPORTATION NETWORK

TABLE OF CONTENTS

Table 4: Transportation Network ......................................................................................2

AM-4 TRANSPORTATION NETWORK


Table 4: Transportation Network



RecommendedSupplier

AM-4.1 Imported Sand For use in the formations oflower sub-base ofpavement, importedsub-grade, footpaths andpaved areas and asfoundations to concreteworks

Shall be "run of pit" sand which is free of organicmatter and well graded within the limits given below.It shall be made up of clean particles of silica or hardstone containing minimal silts, clays and pumice. Thesand shall obtain a smooth grading curve within thegrading limits given below:Test Sieve % of weight passing9.5mm 95 - 1004.75mm 80 - 1002.36mm 45 - 801.18mm 25 - 65600 micron 18 - 45300 micron 12 - 30150 micron 5 - 1575 micron 10 max

AM-4.1.1 Bedding Sand For use with concreteblock paving

NZS 3116 Single-sized, gap-graded or other sands containingan excessive amount of fines shall not be used. Thesand shall be free of any harmful materials, solublesalts and other contaminants. The particles shallpreferably be sharp. The sand shall have a moisturecontent in the range 4% – 8%.

AM-4.1.2 Joint filling Sand For use with concreteblock paving

Shall be such that 90% passes a 1.18mm BS410sieve and no more than 10% passes a 75 micronsieve and shall be free of materials that are harmful inany way, soluble salts and other contaminants. Itshall be dry enough to be free running and shall benon-plastic.

AM-4.1.3 Trench Sand Backfilling trenches Trench sand shall comprise "run of pit" sand as




RecommendedSupplier

above and 4% - 6% by weight of clean loam.

AM-4.2 Brown Rock

WBoPDC Only

This material is a non-specific rock aggregate with amaximum particle size of 200mm.The suitability of the material will be assessed on itsgrading, crushing and weathering resistance andclay content relative to its use.Evidence of these properties will be required forapproval by the Engineer before its use.

AM-4.3 WHAP Aggregate

WBoPDC Only

Shaping material forstabilisation only

NZS 4407NZS 4402

The following specification sets out requirements forcrushed general aggregate (WHAP).

AM-4.3.1 Proportion of BrokenRock

In each of the aggregate fractions between the63.0mm and 4.75mm sieves not less than 50% byweight shall have 2 or more broken faces. It shall befree of organic matter.

AM-4.3.2 Crushing Resistance NZS 4407 The crushing resistance shall not be less than 130kNwhen the aggregate is tested in accordance Test3.10, Crushing Resistance Test.

AM-4.3.3 Weathering Resistance NZS 4407 The aggregate shall have a quality index of AA, AB,AC, BA, BB or CA when tested according to Test3.11, Weathering Quality Index Test.

AM-4.3.4 Sand Equivalent NZS 4407 The sand equivalent shall not be less than 25 whenthe aggregate is tested according to Test 3.6, SandEquivalent Test. The sand equivalent test may beneglected if the grading test shows less than 4%passing the 75 micron sieve.




RecommendedSupplier

AM-4.3.5 Grading Limits NZS 4407 When tested according to Test 3.8.1, StandardMethod by Wet Sieving, or Test 3.8.2, SubsidiaryMethod of Dry Sieving, the grading of the aggregateshall fall within their respective envelopes definedbelow:TestSieve(mm)

% of Weight PassingWHAP 65 WHAP 40 WHAP 20

63 100 - -37.5 55-80 100 -19 35-65 60-80 1009.5 20-50 35-65 45-754.75 10-35 20-45 25-551.18 2-20 2-25 2-300.075 6 max 7 max 8 max

AM-4.4 GAP Aggregate GAP65 shall be used forsub-base and GAP40 shallbe used for base course

NZS 4407NZS 4402

The GAP aggregate shall comprise crushedaggregate and must be free of all non-mineral matter.

AM-4.4.1 Crushing Resistance NZS 4407 The crushing resistance shall be not less than 100kNwhen the aggregate is tested according to Test 3.10,The Crushing Resistance Test.An aggregate shall be considered to have met therequirement if the sample produces less than 10%fines when loaded so that the specified peak load isreached in 10 minutes. In this case the test shallfollow the standard method in all other respects. If theaggregate passes the test it shall be reported ashaving a crushing resistance "greater than (the loadspecified)".

AM-4.4.2 Weathering Resistance NZS 4407 The aggregate shall have a quality index of AA, AB,AC, BA, BB, CA or CB when tested according to Test3.11, Weathering Quality Index Test.

AM-4.4.3 Sand Equivalent NZS 4407 The sand equivalent shall not be less than 40 forcarriageway pavement metal when the aggregate is




RecommendedSupplier

tested according to Test 3.6, Sand Equivalent Test.Where GAP20 is to be used on the footpath the sandequivalent shall not be less than 25 when testedaccording to Test 3.6, Sand Equivalent Test.

AM-4.4.4 Grading Limits NZS 4407 When tested according to NZS 4407 Test 3.8.2,Subsidiary Method by Dry Sieving, or Test 3.8.1,Standard Method for Wet Sieving, where aggregatescontain clay or other fine material causingaggregating of the particles, the grading of theaggregate shall fall within the respective envelopedefined in the following table:Test Sieve Percent Passing37.5mm 100 -19.0mm 63-81 1009.5mm 40 – 60 52 – 764.75mm 25 – 45 33 – 572.36mm 16 – 35 20 – 441.18mm 9 – 27 12 – 35600 micron 5 – 20 7 – 25300 micron 1 – 15 4 – 20150 micron 10 max 12 max75 micron 7 max 8 max




RecommendedSupplier

AM-4.4.5 Grading Shape Control The weight in each fraction shall lie within the limitsdefined in the following table:Fractions Percentage of

Material Within theGiven FractionGAP40 GAP20

19.0 – 4.75mm 25 – 49 -9.5 – 2.36mm 14 – 36 19 – 454.75 – 1.18mm 7 – 27 11 – 352.36mm – 600micron 5 – 22 6 – 261.18mm – 300micron 3 – 18 3 – 21600 – 150micron 1 - 13 2 – 18

AM-4.4.6 GAP65 Requirements NZS 4407 Refer to IT-4.2.2 Sub-base Testing

AM-4.4.7 GAP40 Requirements Refer to IT-4.2.3 Basecourse Testing

AM-4.5 TNZ M/4 Pavement course Shall comply withTNZ (NZTA)specification

TNZ M/4 aggregate can be used for the base courselayer.Refer to IT-4.2.3 Basecourse Testing

AM-4.6 Bitumen BoundBasecourse

The emulsion shall conform to TNZ Specification M/1and the base course shall conform to GAP40 or M/4AP40 specifications.

AM-4.7 Cement (forstabilisation)

NZS 3122 Cement shall comply with NZS 3122.




RecommendedSupplier

AM-4.8 Sealing Chip Sealing chip shall conform to TNZ Specification M/6for all applications in the works.

AM-4.9 Asphaltic Concrete Asphaltic concrete shall conform to TNZSpecification M/10 Specification for AsphalticConcrete.

AM-4.10 Concrete NZS 3109NZS 3104NZS 3108

Cement, aggregates and water shall be of thequalities specified in NZS 3109, ConcreteConstruction.If requested, samples shall be supplied to theEngineer for testing.Curing compounds shall conform to ASTM C309,Specifications for Liquid Membrane FormingCompounds for Curing Concrete.

AM-4.11 Timber H5 for retaining structures e.g. poles.H4 for edging, pegs, fence posts, retaining structurerails or other members in contact with the ground.H3 for all other components.

AM-4.12 Concrete Block Paving NZS 3116 Concrete blocks shall comply with NZS 3116,Interlocking Concrete Block Paving.

AM-4.13 Reinforcement NZS 4671 Reinforcing bars shall conform to NZS 4671, SteelReinforcing Materials.

AM-4.14 Sumps

AM-4.14.1 Precast ConcreteComponentsSump flat topSump top (back entry)Rectangular sump barrel

675mmx450m x1650mm675mmx580mmx1650mm675mmx450mmx1200mm

"Ike" type.

Hynds PipeSystems LtdHumes PipelineSystems

AM-4.14.2 Circular sump barrel 600mm Ø x 1800mm750mm Ø x 1800mm

Specific approvalrequired for circularsumps


AM-4.14.3 Sump for ROW 450mmx450mmx950mm Hynds PipeSystems LtdHumes Pipeline




RecommendedSupplier

SystemsAM-4.14.4 Frames and Grates 675mm x 450mm cast-iron grate and frame.

300mm Ø cast-iron grate to suit socket of 225mm Øculvert pipe.300mm Ø cast-iron grate to suit socket of 225mm Øculvert pipe.610mm x 310mm galvanised web grate and frame.610mm x 310mm galvanised web grate and frame.

Surecast MetalsSaint Gobain PAM

Hynds PipeSystems LtdHumes PipelineSystemsHygrade ProductsLtdPipe &Infrastructure Ltd

AM-4.14.5 High-Capacity Sumps Where carriagewaylongitudinal gradientexceeds 12%

Super pits, mega pits, max pits.610mm x 310mm galvanised web grate andframe.

Humes PipelineSystemsHynds PipeSystems LtdHygrade ProductsLtd

APPROVED MATERIALSAM-5 STORMWATER

TABLE OF CONTENTS

Table 5: Stormwater .........................................................................................................2

AM-5 STORMWATER


Table 5: Stormwater

Materials that are not on the following table MUST be approved by Council - refer to AM-1 - General Provisions.


RecommendedSupplier

AM-5.1 Stormwater Pipe Primary mains: Larger than225mm.Reticulation mains:225mm-150mm.Lateral/connection:100mm and 150mm

· Primary mains: Larger than 225mm.

· Reticulation mains: 225-150mm.

· Lateral/connection: 100mm and 150mm.

AM-5.1.1 Reinforced ConcreteRubber Ring JointedPipes (RCRRJ)

All primary mains AS/NZS 4058 Humes PipelineSystemsHynds PipeSystems LtdMico Pipelines

AM-5.1.1.1

Rubber Ring Joint Humes Licence #2618Hynds Licence #2586

Humes PipelineSystemsHynds PipeSystems LtdMico Pipelines

AM-5.1.1.2

Flush Jointed Pipes Not generally accepted. Specific design and approval

AM-5.1.1.3

Skid Ring Joint Not generally accepted. Specific design and approval .

AM-5.1.1.4

Roller Compacted Pipes Humes Licence #2618 Humes PipelineSystemsMico Pipelines

AM-5.1.2 Spiral-welded Steel PipeInternal linings includeconcrete only

Structural mains NZS 4442 orAS1579

Specific design and approval.

Polyken YG111 external wrapping orPolyken Synergy wrapping.

Steelpipe NewZealand.Manufacturercapable ofmeeting therequired standard.

AM-5 STORMWATER



RecommendedSupplier

AM-5.1.3 Ductile IronClass K9 /K12

Structural mains AS/NZS 2280 andamendments


Light cement lined with Tyton joints. Externalprotection with green sleeve.

Generally suspended pipes and high structuralloadings.

Tubemakers of Australia Licence #2029

Tubemakers ofAustralia.Manufacturercapable ofmeeting therequired standard

AM-5.1.3.1

Ductile Iron Pipe LightCement linedTyton Excel PN20 andPN35



With Tyton joint elastomeric seals and socket / spigotjoints (with blue polyethylene sleeve).

Tyco Flow Control Pacific Licence #SMK0883.

Tyco FlowCopntrol.PacificManufacturercapable of meetingthe requiredstandard.

AM-5.1.4 Polypropylene (PP)Twin-wall Pipe

Specific design AS/NZS 5065 Specific design and approval.

Rubber ring joint.

Waters & Farr-Stormboss

Waters & Farr Hynds PipeSystems LtdHumes PipelineSystemsMico Pipelines

AM-5.1.5 uPVC Pipes (solid wall)and fittings for gravityapplications.(SN 16 - TCC Only)

Reticulation mains andlateral/ connections

AS/NZS 1254 Rubber ring jointed Iplex Pipelines NewZealand LtdMarley NewZealand LimitedRX Plastics Ltd

KeyplasRX Plastics LtdHynds PipeSystems LtdHumes PipelineSystemsMico Pipelines

AM-5.1.6 uPVC Pipes (solid wall)and fittings for pressureapplications.(SN 16)

Specific design AS/NZS 1477 Specific design and approval Iplex Pipelines NewZealand LtdMarley NewZealand LimitedRX Plastics Ltd

KeyplasHynds PipeSystems LtdHumes PipelineSystemsMico Pipelines

AM-5 STORMWATER



RecommendedSupplier

AM-5.1.7 Polyethylene Pipe (PE)for pressure applicationsPE100 SDR17 or PE80, SDR 17(minimum PN10)

Specific design situations AS/NZS 4130, 4131 Specific design and approval

Pipes will be butt welded in accordance withmanufacturer’s recommendations, and the standardcoloured black with inner core colour white/grey.

Electrofusion couplings are not generally accepted.

Iplex Pipelines NewZealand LtdMarley NewZealand LimitedRX Plastics LtdWaters & Farr

Hynds PipeSystems LtdHumes PipelineSystemsMico Pipelines

AM-5.1.8 Corrugated Aluminum orGalvanised Steel Pipe

Not generally accepted forurban design use.

Specific design and approval Manufacturers whocan supply to therelevant standards.

AM-5.1.9 Perforated drainagepipes or similar pipe forsubsoil situations

Groundwater control Specific design and approval.Includes products such as novaflow, novacoil, orsimilar.

Manufacturers whocan supply to therelevant standards.

AM-5.1.10 Tracer Wire / WarningTape

AM-5.1.10.1

Tracer Wire Trenchless InstallationRising Mains

A continuous 4.0mm2 multi-strand (minimum of 4)polythene sleeved cable.


AM-5.1.10.2

Warning / Detector Tape Open Cut Installation Width - 100mm (min.)Thickness – 80muPrinting – TBCPrinting Height – 80mmTape Colour - TBC

PolymarkPackaging


AM-5.2 Seal Rings Comply with AS1646.1

Elastomeric seals.Iplex Licence #SMK1174

Iplex Pipelines NewZealand Ltd

AM-5.3 Fittings

AM-5.3.1 Cast-iron Socket andSpigot Fittings

Cast-iron Flanges

AS/NZS 1830 andAS/NZS 2544

Table D and coated

Rated at PN16 or higher.

Epoxy coated.

Gillies Metaltech HJ Asmus &Company Limited

AM-5 STORMWATER



RecommendedSupplier

to AS/NZS 4158 andamendments

AM-5.3.2 Ductile Iron PipeFlanged, Socket andSpigot Fittings.

Flanges

AS/NZS 2280

Table D or RaisedFace and drilled toAS 4087, andcoated to A/NZS4158 andamendments

Crevet PipelinesSurecast MetalsTyco Flow ControlPacificGillies Metaltech

Humes PipelineSystemsHygrade ProductsLtd

AM-5.3.3 Stand-alone Flanges Table Dcoated to AS/NZS4158 andamendments

Ductile or cast-iron.Steel and Tube - Unflanged adaptor - Ductile Iron.

Iplex Pipelines NewZealand LtdMarley NewZealand LimitedSteel and TubeHoldings Limited

AM-5.3.4 Bolts, nuts and washersto be hot-dippedgalvanised are analternative to 316-gradestainless steel.

AS/NZS 1111 and1112

ISO metric hexagon commercial bolts and screwsand ISO metric hexagon nuts, including thin nuts,slotted nuts and castle nuts.


AM-5.3.5 Stainless Steel Bolts,Nuts and Washers arethe preferred acceptablefastenings provided thatthey are 316-gradestainless steel withfactory applied molybondcoating

Complying with AS1252 –High-Strength SteelFastenings

This particularly applies for corrosive soil and marineconditions.


AM-5.3.6 PE Fittings Agru Butt welding and Electro fusion Fittings

Viking Johnson Aqua fast, Aqua grip and Ultra gripMechanical Fittings for Polyethylene Pipe.

Hawle System 2000 Mechanical Fittings for

Iplex PipelinesNew Zealand LtdMarley NewZealand LimitedAsmuss PlasticSystems LimitedPPI Corporation

Hygrade ProductsLtdHumes PipelineSystemsRX Plastics LtdMico Pipelines

AM-5 STORMWATER



RecommendedSupplier

Polyethylene Pipe.

DuraFuse Licence #9603049Philmac Licence #1271Pushlok Licence #1494Plasson Licence #1494 and 1271Alprene A16 Easygrip Licence #1157GF – Compression fittings Licence #1157"Plassim" MDPE Fitting to AS/NZS 4129 – Licence #WMKA21062"Magnum" MDPE Fitting to ASNZS 4129 – Licence #SMK02432

(NZ) LimitedWaters and FarrRX Plastics Ltd

AM-5.3.7 uPVC Fittings AS/NZS 1260 RRJ fitting only to be used.Iplex LIcence #SMK1174Marley Licence #WMKA20224

Iplex Pipelines NewZealand LtdMarley NewZealand Limited

KeyplasHynds PipeSystems LtdHumes PipelineSystemsMico Pipelines

AM-5.3.8 Rubber Sleeves Reticulation pipes(non-pressure)

AS/NZS 4326 All couplings shall have a central 316-grade stainlesssteel sheer band.

Furnco Pty Ltd

AM-5.4 Manholes

AM-5.4.1 1050mm to 2500mm idwith Precast Base


AM-5.4.2 Concrete Lid (flat top)with 600m openings


AM-5.4.3 Manhole sealant, flexiblejointing compound

BM100 or SM9020. Humes PipelineSystemsHynds Pipe

AM-5 STORMWATER



RecommendedSupplier

Systems LtdMico Pipelines

AM-5.4.4 Access StepsHot-dipped galvanisedsteel access step or316-grade stainless steel.

Galvanised manhole steps - 20mmÆ.Stainless manholes steps - 16mmÆ.Avon Industries Part# AA25003 / Part # AA25004

Costavic

Avon Industries


AM-5.4.5 Plastic EncapsulatedStainless Steel AccessStep

AS/NZS 1657,AS4198

Nextep License #jp-JQA-QM6570 Nextep Miyama NZLtd

AM-5.4.6 Cast-iron Covers andFrames:600mm nominal diameterminimum

BS EN 124 vehicleloading or AS399680kN load rating

Includes "non-rock". Humes PipelineSystemsHynds PipeSystems LtdHygrade ProductsLtdPipe &Infrastructure LtdMico Pipelines

AM-5.4.7 Ductile iron Covers andFrames:600mm nominal diameterminimum

AS3996 210kN(Class D) load rating

Includes "non-rock".

Webforge NZ - Code DCC6DIPAC

Gatic - Code GM300S6D3

St Gobain – Korum

Hygrade – 600mm Maestro

Gatic Pty LtdSaint Gobain PAMWebforge NZ

Humes PipelineSystemsHynds PipeSystems LtdHygrade ProductsLtdPipe &Infrastructure LtdMico Pipelines

AM-5.4.8 Epoxy Covering exposed steel incut pipes

Two-part epoxy (e.g. Humebond, Hybond). Manufacturers whocan supply to therelevant standards


AM-5.4.9 Concrete Lid surround NZS 3104 17.5MPa. Manufacturers whocan supply to the

AM-5 STORMWATER



RecommendedSupplier

relevant standards.AM-5.4.9.1

Reinforcing Steel Lid surround AS/NZS 4671 D10 Grade 300. Pacific Steel Group

AM-5.4.10 Entry Safety GrillTCC Only

Entry Safety ≤75mm squaremesh.Hot dippedGalvanised if madeof steel or of 316grade stainlesssteel.Allows installationwithout heavilymodifying existingmanhole.Capable of lockingand securing tomanhole.Test load ≥400kg.Can be removedeasily by one person≤5min.Connected by chainor similar to ensuregrill does not fall intoMH (must be able tosupport the weightof the grill).Manufacturersname, applicableinformation onproduct.Does not introduceany additionalHealth and Safetyissues.

Caliber Safety Grill 02104076 Grill MH TCCGalvanised 500mm.

Caliber Safety Grill 02104078 Grill MH TCC MaestroGalvanised 600mm.

Caliber Safety Grill 02104079 Grill MH TCC MaestroStainless Steel 600mm.

All other products are subject to specific approval ortrial installation.

Humes 48502 - 520mm Nominal Safety Grille.


Hygrade ProductsLtd.Humes PipelineSystems

Hynds PipeSystems Ltd.Humes PipelineSystems

AM-5.5 Rodding Eyes

AM-5 STORMWATER



RecommendedSupplier

AM-5.5.1 Reinforced ConcretePipe

To create chamber NZS 3107 -soon tobe replaced withAS/NZS 4058

600mm Ø cut to 600mm length. Humes PipelineSystemsHynds PipeSystems LtdMico Pipelines

AM-5.5.2 Cast-iron Cover andFrames 545mmnominal diameterminimum.

BS EN 124 vehicleloading or AS399680kN load rating.


AM-5.5.3 Ductile iron Cover andFrames 545mmnominal diameterminimum.


Hygrade 500 HD Hytec Cover & Frame

Humes HD Non Rock Cover & Frame

Humes PipelineSystemsHygrade ProductsLtd


AM-5.5.4 UPVC Fittings and Bends AS/NZS 1260 45 deg swept bend.Solvent welded threaded mall fitting.Threaded cap.

Iplex Pipelines NewZealand Ltd(Licence#SMK1174)Marley NewZealand Limited(Licence#WMKA20224)

KeyplasHumes PipelineSystemsHynds PipeSystems LtdMico Pipelines

AM-5.5.5 Concrete Lid surround NZS 3104 17.5MPa Manufacturers whocan supply to therelevant standards.

AM-5.5.6 Reinforcing Steel Lid surround AS/NZS 4671 D10 Grade 300. Pacific Steel Group

AM-5 STORMWATER



RecommendedSupplier

AM-5.6 Inlet/Outlet

AM-5.6.1 Scruffy Dome Specific design and approval Humes PipelineSystemsHynds PipeSystems Ltd

AM-5.6.2 Precast ConcreteWingwalls

Humes PipelineSystemsHynds PipeSystems Ltd

AM-5.7 Sumps Refer to AM-4.14 Sumps

APPROVED MATERIALSAM-6 WASTEWATER

TABLE OF CONTENTS

Table 6: Wastewater ........................................................................................................2

AM-6 WASTEWATER


Table 6: Wastewater



RecommendedSupplier

AM-6.1 Wastewater Pipe · Trunk Mains: largerthan 150mm. These tobe specificallyapproved and specifiedby Council.

· Reticulation Mains:150mm.

· Lateral/connection:100mm and 150mm.

· Rising mains minimum76mm ID.

·

AM-6.1.1 Spiral-welded Steel PipeInternal linings includeconcrete or epoxy

Structural mains NZS 4442 orAS1579


Polyken YG111 external wrapping or Speed Steelwith polyethylene coatings. Note internal coatingmust be resistant to hydrogen sulphide.Manufacturer capable of meeting the requiredstandard.

Steelpipe NewZealand

AM-6.1.2 Ductile IronClass K9 /K12



Light cement lined with Tyton joints. Externalprotection with greensleeve.Generally suspended pipes and high structuralloadings. Note internal coating must be resistant tohydrogen sulphide.Manufacturer capable of meeting the requiredstandard.Tubemakers of Australia Licence #2029

Tubemakers ofAustralia


AM-6 WASTEWATER



RecommendedSupplier

AM-6.1.3 Ductile Iron Pipe LightCement-lined TytonExcel PN20 and PN35



With Tyton joint elastomeric seals and socket / spigotjoints (with blue polyethylene sleeving). Note: internalcoating must be resistant to hydrogen sulphide.Manufacturer capable of meeting the requiredstandard.Tyco Flow Control Pacific Licence #SMK0883

Tyco Flow ControlPacific

AM-6.1.4 uPVC Pipes (solid wall)and fittings for gravityapplications.(SN 16 - TCC Only)

Reticulation mains andlateral/ connections

AS/NZS 1254 Rubber ring jointedIplex Licence #1697Marley Licence #2365

Iplex Pipelines NewZealand LtdMarley NewZealand LimitedRX Plastics Ltd


AM-6.1.5 uPVC Pipes (solid wall)and fittings for pressureapplications(SN 16)

AS/NZS 1477 Specific design and approval. Iplex Pipelines NewZealand LtdMarley NewZealand LimitedRX Plastics Ltd


AM-6.1.6 Polyethylene Pipe (PE)for pressure applicationsPE100 SDR17 or PE80,SDR 17(minimum PN12)

AS/NZS 4130, 4131 Specific design and approval.

Pipes shall be jointed in accordance withmanufacturer’s recommendations, and be standardblack colour with inner core colour brown.Electrofusion coupling will be accepted where pipeline strings are to be connected, connection of fittingsand repairs to pipelines.

Iplex Pipelines NewZealand LtdMarley NewZealand LimitedRX Plastics LtdWaters & Farr


AM-6.1.7 Tracer Wire / WarningTape

AM-6.1.7.1

Tracer Wire Trenchless InstallationRising Mains



AM-6 WASTEWATER



RecommendedSupplier

AM-6.1.7.2

Warning / Detection Tape Open Cut Installation Width - 100mm (min.)Thickness – 80muPrinting – TBCPrinting Height – 80mmTape Colour - TBC

PolymarkPackaging



Elastomeric seals for wastewater purposes. Iplex Pipelines NewZealand Ltd(Licence#SMK1174)


AM-6.3 Fittings


Cast-iron Flanges

AS/NZS 1830 andAS/NZS 2544Table D and coatedto AS/NZS 4158 andamendments.

Rated at PN16 or higher.

Epoxy coated.

Gillies Metaltech HJ Asmus &Company LimitedMico Pipelines

AM-6.3.2 Ductile Iron PipeFlanged, Socket andSpigot Fittings

Flanges

AS/NZS 2280to Table D or RaisedFace and drilled toAS 4087, andcoated to AS/NZS4158 andamendments

Crevet PipelinesSurecast MetalsTyco Flow ControlPacificGillies Metaltech

Humes PipelineSystemsHygrade ProductsLtdMico Pipelines

AM-6.3.3 Stand-alone Flanges Table Dcoated to AS/NZS4158 andamendments

PVC, ductile or cast iron.

Steel and Tube - Unflanged adaptor - Ductile Iron

Iplex Pipelines NewZealand LtdMarley NewZealand LimitedSteel and TubeHoldings Limited

Mico Pipelines

AM-6.3.4 Bolts, Nuts and Washersto be hot-dippedgalvanised

AS/NZS 1111 and1112

ISO metric hexagon commercial bolts and screwsand ISO metric hexagon nuts, including thin nuts,slotted nuts and castle nuts.



AM-6 WASTEWATER



RecommendedSupplier

AM-6.3.5 Stainless Steel Bolts,Nuts, Washers andfastenings provided theyare 316-grade stainlesssteel with factory appliedmolybond coating

Complying with AS1252 – HighStrength SteelFastenings

Stainless Steel only to be used for buried installation. Manufacturers whocan supply to therelevant standards.


AM-6.3.6 Gibaults- Cast iron (coating as perstandard)

- Gunmetal DR LG2 withABS belly

- M16 316 stainless steel,(with clips fusion coatingas per standard)

4158 andamendmentsCoating to ASTMA276

AS/NZS 4158

Use 316-grade stainless steel bolts.Preference for long barrel.

Use 316-grade stainless steel fasteners.

Gillies MetaltechViking Johnson –Maxifit (withSheraplex coatedbolts)Crevet PipelinesMilnes Pty LtdTyco Flow ControlPacific


AM-6.3.7 PE Fittings Agru Butt welding and Electro fusion FittingsViking Johnson Aqua fast, Aqua grip and Ultra gripMechanical Fittings for Polyethylene Pipe.Hawle System 2000 Mechanical Fittings forPolyethylene Pipe

Philmac Licence #1271Pushlok Licence #1494Plasson Licence #1494 and 1271Alprene A16 Easygrip Licence #1157GF – Compression fittings Licence #1157"Plassim" MDPE Fitting to AS/NZS 4129 – Licence # WMKA21062"Magnum" MDPE Fitting to AS/NZS 4129 – Licence # SMK02432

Iplex PipelinesNew Zealand LtdMarley NewZealand LimitedAsmuss PlasticSystems LimitedPPI Corporation(NZ) LimitedWaters and FarrRX Plastics Ltd

Hygrade ProductsLtdHumes PipelineSystemsRX Plastics LtdMico Pipelines

AM-6.3.8 uPVC Fittings AS/NZS 1260 RRJ fitting only to be used. Iplex Pipelines NewZealand Ltd

KeyplasHumes Pipeline

AM-6 WASTEWATER



RecommendedSupplier

Iplex Licence #SMK1174Marley Licence # WMKA20224

Marley NewZealand Limited

SystemsHynds PipeSystems LtdMico Pipelines

AM-6.3.9 Rubber Sleeves Reticulation pipes(non-pressure)

AS/NZS 4326 All couplings used shall have a central 316-gradestainless steel sheer band.

Furnco Pty Ltd Humes PipelineSystemsHynds PipeSystems LtdMico Pipelines

AM-6.4 Valves

AM-6.4.1 Valves ≥50mmResilient seatedanti-clockwise closingRated at PN16

External and InternalProtective Coating

Flanges to be raised faceand drilled as perstandard

Pump station and risingmains

AS/NZS 2638.2NZS/BS 5163Class 1AS/NZS 4158 andamendmentsAS 4087

Teflon gland packing or 2 or more O ring seals anddust cover.In-line valves shall be the same diameter as thereticulation main.

AVK Australia Pty Ltd Licence #SAI2420 and 2573Tyco Flow Control Pacific Licence #PRD/R61/0412/2Crevet Pipelines Licence #1327Hawle 4060E2 and 4500E2AS series Licence#SMK20123

AVK Australia PtyLtdGillies MetaltechTyco Flow ControlPacificCrevet PipelinesHawle


AM-6.5 Manholes

AM-6.5.1 1050mm to 2500mm idwith Precast Base


"Done" Manhole Sherriff DrainageLtd

AM-6.5.2 Concrete Lid (flat top)with 600mm openings


AM-6 WASTEWATER



RecommendedSupplier

AM-6.5.3 Manhole Sealant,Flexible JointingCompound

BM100 or SM9020. Humes PipelineSystemsHynds PipeSystems LtdMico Pipelines

AM-6.5.4 Access Steps -316-grade stainless steelaccess steps

Stainless manholes steps - 16mmÆ. Costavic Humes PipelineSystemsHynds PipeSystems LtdMico Pipelines

AM-6.5.5 Plastic EncapsulatedStainless Steel AccessStep

AS/NZS 1657,AS4198

Nextep Miyama NZLtd Licence#jp-JQA-QM6570

AM-6.5.6 Cast-iron Covers andFrames:600mm nominal diameterminimum

BS EN 124 vehicleloading or AS399680kN load rating

Includes "non-rock". Humes PipelineSystemsHynds PipeSystems LtdHygrade ProductsLtdPipe &Infrastructure LtdMico Pipelines

AM-6.5.7 Ductile iron Covers andFrames:600mm nominal diameterminimum


Includes "non-rock".

Webforge NZ - Code DCC6DIPAC

Gatic - Code GM300S6D4

St Gobain – Korum

Hygrade – 600mm Maestro

Gatic Pty Ltd

Saint Gobain PAM

Webforge NZ


AM-6.5.8 Manhole Connectors

AM-6.5.8.1

PVC Proprietary units only. Iplex Pipelines NewZealand Ltd

Humes PipelineSystems

AM-6 WASTEWATER



RecommendedSupplier

Solo Plastics Ltd Hynds PipeSystems LtdMico Pipelines

AM-6.5.8.2

PE PE 80.PE 100.



AM-6.5.9 Epoxy Sealing joints and stepirons

2-part epoxy (e.g., Humebond, Hybond). Humes PipelineSystems LtdHynds PipeSystems LtdMico Pipelines

AM-6.5.10 Concrete Lid surround NZS 3104 17.5MPa.

AM-6.5.11 Reinforcing Steel Lid surround AS/NZS 4671 D10 Grade 300. Pacific Steel GroupAM-6.5.12 Entry Safety Grill

TCC OnlyEntry Safety ≤75mm square

meshHot dippedGalvanised if madeof steel or of 316grade stainless steelAllows installationwithout heavilymodifying existingmanholeCapable of lockingand securing tomanholeTest load ≥400kgCan be removedeasily by one person≤5minConnected by chainor similar to ensuregrill does not fall into

Caliber Safety Grill 02104076 Grill MH TCCGalvanised 500mmCaliber Safety Grill 02104078 Grill MH TCC MaestroGalvanised 600mmCaliber Safety Grill 02104079 Grill MH TCC MaestroStainless Steel 600mm

All other products are subject to specific approval ortrial installations.



Hygrade ProductsLtdHumes PipelineSystems


AM-6 WASTEWATER



RecommendedSupplier

MH (must be able tosupport the weightof the grill)Manufacturersname, applicableinformation onproductDoes not introduceany additionalHealth and Safetyissues

AM-6.6 Rodding Eyes

AM-6.6.1 Reinforced ConcretePipe

To create chamber NZS 3107 -soon tobe replaced withAS/NZS 4058

600mm Ø cut to 600mm length. Humes PipelineSystemsHynds PipeSystems LtdMico Pipelines

AM-6.6.2 Cast-iron Cover andFrames 545mmnominal diameterminimum.

BS EN 124 vehicleloading or AS399680kN load rating.


AM-6.6.3 Ductile iron Cover andFrames 545mmnominal diameterminimum.

AS3996 210kN(Class D) loadrating.

Hygrade 500 HD Hytec Cover & Frame

Humes HD Non Rock Cover & Frame


AM-6 WASTEWATER



RecommendedSupplier

AM-6.6.4 UPVC Fttings and Bends AS/NZS 1260 45 deg swept bend.Solvent welded threaded mall fitting.Threaded cap.

Iplex Pipelines NewZealand Ltd(Licence#SMK1174)Marley NewZealand Limited(Licence #WMKA20224)


AM-6.6.5 Concrete Lid surround NZS 3104 17.5MPa Manufacturers whocan supply to therelevant standards.

AM-6.6.6 Reinforcing Steel Lid surround AS/NZS 4671 D10 Grade 300. Pacific Steel Group

AM-6.7 Pump Stations Fibreglass Packaged Pump stations by specificdesign & approval only

AM-6.7.1 Wet Well FRP Pump Stations are subject to specific designand approval.

AM-6.7.1.1

Centrifugally SpunFlushed Jointed ConcretePipes – Class 2 (X)

Pump stations Minimum 1800mm Ø.Altex- Carboline product range : Carboguard 504 asthe primer to new or used concrete surfaces followedby 2x coats of Carboguard 690


AM-6.7.1.2

Guide Rails Pump stations Schedule 10, 316-grade stainless steel pipe.Any joints to be an internal pressed fit stainless steelsleeve.

AM-6.7.1.3

Guide Rail Brackets Pump stations Flygt 316-grade stainless steel.

AM-6.7.1.4

Cable Brackets Pump stations 316-grade stainless steel.

AM-6.7.2 Pump Valve Chamber

AM-6.7.2.1

Chamber Walls Pump stations 200mm concrete block.

AM-6.7.2.2

Chamber Floor Pump stations Cast in-situ concrete – 17.5 Mpa.

AM-6.7.2. Chamber Top Slab Pump stations Concrete may be precast – 17.5 MPa.

AM-6 WASTEWATER



RecommendedSupplier

3AM-6.7.2.4

Flanges Pump stations Gaskets shall be 3mm full face neoprene.

AM-6.7.2.5

Access Lids Pump stations 6mm aluminium chequer plate.Stainless steel 316-grade frame and fittings.Specific design that considers odour and waterinfiltration.

AM-6.7.2.6

Valves ≥50mmResilient seatedanti-clockwise closingRated at PN16External and internalprotective coatingFlanges to be raised faceand drilled as perstandard

Pump stations AS/NZS 2638.2NZS/BS 5163 Class1

AS/NZS 4158 andamendmentsAS 4087

Teflon gland packing or 2 or more O ring seals anddust cover.In-line valves shall be the same diameter as thereticulation main.Resilient seated anti-clockwise closing.Rated at PN16.External and internal protective coating.Flanges to be raised face and drilled as per standard.Valves to have hand wheels.AVK Australia Licence #SAI2420 and 2573.Tyco Flow Control Pacific Licence#PRD/R61/0412/2.Crevet Pipelines Licence #1327.Hawle 4060E2 and 4500E2AS series Licence#SMK20123.

AVK Australia PtyLtd

Gillies Metaltech


Crevet Pipelines

Hawle

Humes PipelineSystems

Hynds PipeSystems Ltd

Mico Pipelines

AM-6.7.2.7

Ductile Iron Non-returnValves

Pump stations AS 4794 Ball type.Other types require specific approval.


AM-6.7.2.8

Ductile Iron Fittings Pump stations AS 2280AS/NZS 4158

All ductile valves, fittings and pipes shall be coated inaccordance with AS/NZS 4158.


AM-6.7.2.9

Entry Safety Grill Specific design and approval

AM-6 WASTEWATER



RecommendedSupplier

AM-6.7.3 Pumps Pump stations Flygt submersible wastewater pumps. ITT Flygt Ltd

AM-6.7.4 Pump Discharge Pipes Pump stations AS 2280 Ductile iron pipes and fittings AS 2280:1999Schedule 10, 316-grade stainless steel.


AM-6.7.5 Rising MainPE100 or PE80polyethylene pipe(minimum PN12).

Pump stations AS/NZS 4130 Welded or flanged joints. RX Plastics LtdHumes PipelineSystemsHynds PipeSystems LtdMico Pipelines

AM-6.7.6 Bolts, Nuts and Washers Pump stations All to be 316-grade stainless steel and coated beforeinstallation to prevent "binding".


AM-6.7.7 Tracer Wire Rising main A continuous 4.0mm2 multi-strand (minimum of 4)polythene sleeved cable.


APPROVED MATERIALSAM-7 WATER SUPPLY

TABLE OF CONTENTS

Table 7: Water Supply .....................................................................................................2

AM-7 WATER SUPPLY


Table 7: Water Supply


Note: All parts of the water supply system in contact with drinking water shall be designed using components and materials that comply withAS/NZS 4020


RecommendedSupplier

AM-7. 1 Water Pipe Bulk water mains: largerthan 200mm Ø. These tobe specifically approvedand specified by Council.Principal mains: 100mm,150mm and 200mm Øeither uPVC or PE.Rider mains: 50mm Ø (IDPVC), 63mm Ø (ODMDPE/PE 80).Services : 20mm, 25mm,40mm and 50mm Ø.

AM-7.1.1 Spiral-welded Steel Pipe Generally (but not limitedto) bulk mains unless otherwise approved

NZS 4442 orAS1579

Rubber ring joints and Polyken YG111 externalwrapping or Speed Steel with polyethylene coatings.Internal Linings include concrete, epoxy andgalvanised.

Steelpipe NewZealand

Mico Pipelines

AM-7.1.2 Ductile IronClass K9

Bulk mains unless otherwise approved

AS/NZS 2280 andamendments

Light cement lined with Tyton joints. Externalprotection with greensleeve.Generally suspended pipes and high structuralloadings.

Tubemakers ofAustralia

Mico Pipelines

AM-7.1.3 Ductile-iron pipe, lightcement linedTyton Excel PN20 andPN35

Bulk mains unless otherwise approved


With Tyton Joint elastomeric seals and socket/spigotjoints (with blue polyethylene sleeving) not for use inhigh water table areas.Tyco Flow Control Pacific Licence #SMK0883


Mico Pipelines

AM-7.1.4 PVC Pipes and Fittings Bulk, principal and rider AS/NZS 1477 Coloured white. Iplex Pipelines New Humes Pipeline

AM-7 WATER SUPPLY



RecommendedSupplier

for pressure applications mains Joints shall be spigot and socket rubber ring type (Zjoint). Solvent cement joint shall not be used.

Iplex Licence #SMK 02570RX Plastics License Tel.Lic0001

Zealand LtdMarley NewZealand LimitedRX Plastics Ltd


AM-7.1.5 uPVC Bulk, principal and ridermains

AS/NZS 1477 Joints shall be spigot and socket rubber ring type (Zjoint). Solvent cement joint shall not be used.

Iplex Licence #SMK 02570RX Plastics License Tel.Lic0001



AM-7.1.6 mPVC RRJ Bulk, principal and ridermains

AS/NZS 4765:Series 2

Joints shall be spigot and socket rubber ring type (Zjoint). Solvent cement joint shall not be used.



AM-7.1.7 Polyethylene Pipe(MDPE)

PE80, PN12.5, SDR 11

Mains up to and including100mmØ (125mm OD)


Pipes shall be butt or fusion welded in accordancewith the manufacturer’s recommendations, and thestandard coloured blue or blue jacket.Unrestrained mechanical couplers can be usedwhere appropriate and meets relevant NZ standard.

Iplex Licence #SMK P20400RX Plastics Licence SMKP 21662

Iplex Pipelines NewZealand LtdMarley NewZealand LimitedRX Plastics LtdWaters and Farr


AM-7.1.8 Polyethylene Pipe(HDPE)PE100 PN12.5, SDR13.6

Mains 150mmØ (180mmOD) and greater.


Pipes shall be butt or fusion welded in accordancewith the manufacturer’s recommendations, and thestandard coloured blue or blue jacket.Unrestrained mechanical couplers can be usedwhere appropriate and meets relevant NZ standard.

Iplex Licence #SMK P20400RX Plastics Licence SMKP 21662

Iplex Pipelines NewZealand LtdMarley NewZealand LimitedRX Plastics LtdWaters and Farr


AM-7.1.9 Copper Tube 20 – 50mmhalf-hard

BPD on service mains NZS 3501 For use with RPZ backflow prevention devices only. Mico Metals

AM-7 WATER SUPPLY



RecommendedSupplier


Elastomeric seals for waterworks purposes. NZ Channel FormsLtd

AM-7.3 Fittings


Cast-iron Flanges

Flanges to be toAS/4087-2011 withrequired pressure(PN) rating to bespecified. Flangecoatings to be toAS/NZS 4158.

Rated at PN16 or higher.Epoxy coated.

Gillies Metaltech HJ Asmus &Company Limited

AM-7.3.2 Ductile-iron pipe Flanged,Socket and SpigotFittings

Flanges

Flanges to be toAS/4087-2011 withrequired pressure(PN) rating to bespecified. Flangecoatings to be toAS/NZS 4158.

Crevet PipelinesTyco Flow ControlPacific


AM-7.3.3 Stand-alone Flanges Flanges to be toAS/4087-2011 or AS2129 (for mild steel)with requiredpressure (PN) ratingto be specified.Flange coatings tobe to AS/NZS 4158.

PVC, ductile- or cast-iron.Steel and Tube - Unflanged adaptor - Ductile Iron

Iplex Pipelines NewZealand LtdMarley NewZealand LimitedSteel and TubeHoldings LimitedTyco Flow ControlPacific


AM-7.3.4 Bolts, Nuts and Washersto be hot-dippedgalvanised

AS/NZS 1111 and1112

Manufacturer whomeets the requiredstandard


AM-7.3.5 Stainless Steel Bolts,Nuts and Washers areacceptable alternatives tohot-dipped galvanisedfastenings, provided they

Complying with AS1252 – high-strengthsteel fastenings

This particularly applies for use in corrosive soilconditions.

Manufacturer whomeets the requiredstandard


AM-7 WATER SUPPLY



RecommendedSupplier

are 316-grade stainlesssteel with factory appliedmolybond coating

AM-7.3.6 Gibaults - Cast-iron (coating asper standard)

- M16 316 stainless steel,(with clips fusion coatingas per standard)

4158 andamendmentsCoating to ASTMA276

AS/NZS 4158

Use 316-grade stainless steel bolts as a preference.


Gillies MetaltechViking Johnson –Maxifit (withSheraplex coatedbolts)Crevet PipelinesMilnes Pty LtdTyco Flow ControlPacific


AM-7.3.7 Unrestrained MechanicalCouplings - Ductile-iron (nyloncoating as per standard) - M16 316-gradestainless steel barrel,(with clips fusion coatingas per standard)

Up to 200mm DI barrelsand backing rings or SSbarrels with DI backingrings. Above 200mm notein item 1

AS/NZ 4998AS/NZS 4158

Use hot-dipped galvanised bolts as per 3.1.4. or316-grade stainless steel bolts.


Gillies MetaltechViking JohnsonCrevet PipelinesMilnes Pty LtdAVK Australia PtyLtdTyco Flow ControlPacific(recommended forGibaults >200 mm(ID))


AM-7.3.8 MDPE Fittings

- Electro Fusion- Butt Fusion- Mechanical <50mm

AS/NZ 4129 Agru Butt welding and Electro fusion Fittings."Plassim" MDPE Fitting to AS/NZS 4129 – Lic No:WMKA21062"Magnum" MDPE Fitting to AS/NZS 4129 – Lic No:SMK02432Viking Johnson Aqua fast, Aqua grip and Ultra gripMechanical Fittings for Polyethylene Pipe.Hawle System 2000 Mechanical Fittings forPolyethylene Pipe.InnogazMarley License #1271Plasson Licence #1494 and 1271

Iplex Pipelines NewZealand LtdMarley NewZealand LimitedPlassonWaters & Farr

Asmuss PlasticSystems LimitedHygrade ProductsLtdRX Plastics LtdHumes PipelineSystemsHynds PipeSystems LtdMico PipelinesIplex Pipelines NewZealand Ltd

AM-7 WATER SUPPLY



RecommendedSupplier

Asmuss Alprene A16 Easygrip Licence #1157Plasson Series One Pushfit FittingHawle HAKU Saddle No.5250

AM-7.3.9 Brass Fittingsalloy 486

AS 1567 – 486ASTM –B21 485000

Recommend New Zealand manufacturer due tovariability of imported materials.

SpartanEngineering Co. Ltd


AM-7.3.10 Manifold Acuflo GM900STR Bronze Manifold Assembly

Acuflo CM2000 Composite Manifold

Acuflow IndustriesLtd


AM-7.3.11 Ferrules:Gunmetal withpolyethylene fittings

WBoPDC onlyAM-7.3.12 Gaskets Potable Water Supply

fittingsGarlock 2500 Gasket Garlock Sealing

IndustriesBay EngineersBlackwoodsPaykels

AM-7.4 Valves

AM-7 WATER SUPPLY



RecommendedSupplier

AM-7.4.1 Sluice Valves ≥80mmresilient seatedanti-clockwise closingrated at PN16

External and internalprotective coating

Flanges to be raised faceand drilled as perstandard

Bulk, principal and ridermains

AS/NZS 2638.2NZS/BS 5163 Class1


Flanges to be toAS/4087-2011 withrequired pressure (PN)rating to be specified.Flange coatings to beto AS/NZS 4158

Teflon gland packing or 2 or more O ring seals anddust cover.In-line valves shall be the same diameter as thereticulation main.

Tyco Flow Control Pacific Licence #PRD/R61/0412/2Hawle Licence #SMK20123AVFI Non-Rising Stem Resilient Valve DN375

Gillies MetaltechTyco Flow ControlPacificCrevet PipelinesHawleAVK Australia PtyLtdHygrade ProductsLtd

Pipe &Infrastructure LtdHumes PipelineSystemsHynds PipeSystems LtdMico Pipelines

AM-7.4.2 Gate Valves 25mm and40mm

BS 5154 or AS 1628 Clock-wise closing dezincification-resistant materialsor LG2 gunmetal, PN16 or higher.

KITZ Corporation License #WMKA02054Pegler Hattersley License #1850

KITZ Corporation(Lic #WMKA02054)Pegler Hattersley(Lic #1850)

Humes PipelineSystemsPipe &Infrastructure LtdMico Pipelines

AM-7.4.3 Gate Valve 50mm Rider mains andconnections

NZS/BS 5163 Clock-wise closing, resilient seating. Hawle (LicenceWMKA 20123)AVK Australia PtyLtd

Humes PipelineSystemsPipe &Infrastructure LtdMico Pipelines

AM-7.4.4 Butterfly Valves Specific design and approval

AM-7.5 Fire Hydrants

AM-7.5.1 Tall pattern screw-downstandard clockwiseclosing, rated to PN16 orhigher

Coated as per standard

NZS/BS 750

AS/NZS 4158 andamendments.

O ring sealing system. Drain holes for frost protectionare not permitted.The use of ball hydrants is not permitted.

Crevet PipelinesHydravalveGillies MetaltechTyco Flow ControlPacificHawle

Tudor PipelineSupplies Co LtdHumes PipelineSystemsPipe &Infrastructure LtdMico Pipelines

AM-7.6 Tapping Bands andSaddles

Standards AustraliaMP52

AM-7.6.1 40mm-200mm AS/NZS 4793 / Tapping bands should be 25mm or greater for live Milnes Pty Ltd Mico Pipelines

AM-7 WATER SUPPLY



RecommendedSupplier

LG2 gunmetal DR type,fully enclosed

Polyethylene type, fullyenclosed with stainlesssteel bolts

MP52 – Spec025 tapping.

Fully enclosed for mPVC blue brute, superblue, castiron and spiral steel (AC sizing).Swivel bolt type with a flexible band for existing ACwater main.Milnes Pty Ltd Licence #W134Milnes Pty Ltd Series GM60AMilnes Pty Ltd Series 61MaintenanceMilnes Pty Ltd insulated type for ductile, cast or steelmains Licence #W134Giltech Precision CastingsPlasson Licence #1494

Giltech PrecisionCastings

Plasson

AM-7.7 Water meters

AM-7.7.1 20mm ManifoldMeters

OMIL R49-1 Meters must be rated Q3 = 2.5m3/hr and must have aminimum R value (Q3/Q1) of 160.Meters must be capable of transmitting a pulseoutput (for the purposes of data logging or remotereading).Construction shall be dezincification-resistant (DR)brass to NZS/AS 3688orConstruction of composite materials subject toapproval of material specification.

Elster/Kent LtdSensusActaris Pty LtdSapelAquadis

A.D Riley and Co.LtdDEECO ServicesLtdChatswood TradingTyco Flow ControlPty LtdHumes PipelineSystemsHynds PipeSystems LtdMico Pipelines

AM-7 WATER SUPPLY



RecommendedSupplier

AM-7.7.2 25mm Inline Meters OMIL R49-1 Meters will be rated Q3 = 6.3 m3/hr and must have aminimum R value (Q3/Q1) of 160.Meters must be capable of transmitting a pulseoutput (for the purposes of data logging or remotereading).Construction shall be dezincification-resistant (DR)brass to NZS/AS 3688.



AM-7.7.3 40mm Inline Meters OMIL R49-1 Meters will be rated Q3 = 16 m3/hr. and must have aminimum R value (Q3/Q1) of 160.Meters must be capable of transmitting a pulseoutput (for the purposes of data logging or remotereading).Construction shall be dezincification-resistant (DR)brass to NZS/AS 3688.



AM-7.7.4 Inline Meters >50mm OMIL R49-1 Specific design and approval

Design information shall be provided for approvaland shall include the design flow rates (minimum,average, maximum), proposed meter make/modeland manufacturers specification.

ABBA.D Riley and Co.LtdDEECO ServicesLtdChatswood TradingTyco Flow ControlPty LtdHumes Pipeline

AM-7 WATER SUPPLY



RecommendedSupplier


AM-7.8 Tracer Wire

AM-7.8.1 Tracer Wire Trenchless InstallationRising Mains



AM-7.8.2 Warning Tape /Detection Tape

Open Cut Installation Width - 100mm (min.)Thickness – 80muPrinting – TBCPrinting Height – 80mmTape Colour - TBC

PolymarkPackaging


AM-7.9 Boxes (Valve, FireHydrant, Meter),Packers and ValveMarker PlateCast-iron/ductile-iron

NZS/BS750 Hydrant cast box to NZS/BS750.

Valve cast box - to Council Standard Drawings.

Valve Marker Plate - WBoPDC only

Humes PipelineSystemsHygrade ProductsLtdHynds PipeSystems LtdMico Pipelines

AM-7.10 Concrete Products

AM-7.10.1 Concrete Valve / HydrantMarker Post

To CouncilStandard Drawings.

WilliamsonCreative ProductsNewstead ConcreteProducts


AM-7 WATER SUPPLY



RecommendedSupplier

Mico Pipelines

AM-7.10.2 Fire Hydrant ConcreteSurrounds



AM-7.10.3 Valve ConcreteSurrounds



AM-7.11 Wooden Products

AM-7.11.1 Wooden Valve PostWBoPDC Only


AM-7.12 Toby BoxesCast ironPolyethylene


Surecast MetalsChevron Industries2001 LtdAcuflow IndustriesLtdDraper EnterprisesLtd


AM-7.13 Backflow PreventionDevices

AS/NZ 2845.1 Types and classification of devices to meet Councilrequirements as assessed.For dedicated fire systems, use Verifire standard.

RelianceWorldwide LtdTyco Flow ControlPacificAcuflow

HydroflowDistributors LtdDeeco Services LtdHumes PipelineSystemsHynds PipeSystems LtdMico Pipelines

APPROVED MATERIALSAM-8 PUBLIC LIGHTING

TABLE OF CONTENTS

Table 8: Public Lighting ....................................................................................................2

AM-8 PUBLIC LIGHTING


Table 8: Public Lighting



RecommendedSupplier

AM-8.1 Column

AM-8.1.1 Octagonal Steel Type Streetlights NZTA SpecificationM/26AS/NZS 4677

Specific design and approval for non-approvedcolumns

AM-8.2 Underground Cabling

AM-8.2.1 Heat-shrink polymeric Inline joints andterminations at 11kV and33kV

AM-8.2.2 Inline joints 400V Heat-shrink polymeric Endless rubber sleeve withmastic.

AM-8.2.3 Cold shrink Single core 25mm² 11kVterminations

Only Raychem brand terminations with shrink orre-enterable roll-on boots are approved for use withABB SD switch units.

AM-8.2.4 Resin filled joint box Tap offs 400V Only in retro-fit situations where 400V reticulation isalready in place.

AM-8.2.5 Connectors and lugs Bi-metal connectors and lugs shall be used whereappropriate.

AM-8.3 Low Voltage Cables fornew distribution lines

AM-8 PUBLIC LIGHTING



RecommendedSupplier

AM-8.3.1

Cores and Size (mm2)

ConductorInsulation

and Sheath

Rating (A)Application

Material Stranding(mm) Buried Direct Single Way in

Ducts4 x 185 Al 37/2.52 XLPE/PVC 350 295 Distribution line and

transformer looms4 x 120 Al 37/2.03 XLPE/PVC 275 230 Distribution line and

transformer looms4 x 95 Al 19/2.52 XLPE/PVC 240 200 Distribution line4 x 70 Al 19/2.14 XLPE/PVC 200 165 Distribution line4 x 70 Cu 19/2.14 XLPE/PVC 250 215 Distribution line

tee-off to customer1 x 16NS or 1 x10NS

Cu 7/1.04 PVC/PVC 74 74 Streetlighting

1 x 4 Cu 7/0.85 PVC/PVC HW pilot

AM-8.4 Wiring Refer to:IDC Construction Standards

AM-8.5 Luminaries AS/NZS 1158

APPROVED MATERIALSAM-9 NETWORK UTILITIES

TABLE OF CONTENTS

Table 9: Network Utilities .................................................................................................2

AM-9 NETWORK UTILITIES


Table 9: Network Utilities



RecommendedSupplier

AM-10.1 Broadband

AM-10.1.1 PVC Ducting AS/NZS 1254, 1260 100mm Ø coloured pink/salmon. Humes PipelineSystemsHynds PipeSystems LtdMico Pipelines

AM-10.1.2 Tracer Wire A continuous 4.0mm² multi-strand (minimum of 4)polythene sleeved cable.


APPROVED MATERIALS

Documents

Transcript of APPROVED MATERIALS