request for tender (rft) · 2019-10-01 · page 1 34 lyle street, warracknabeal, vic. 3393 request...

34 Lyle Street, Warracknabeal, Vic. 3393

Request for Tender (RFT)

RFT for: Provision of Design and Construction of Kerb, Channel and Footpath at

Werrigar Street

RFT Reference Number 252/2019

Issue Date 25/09/2019

Tender Closing Time and Lodgement Details

Tender Closing Time: Refer Schedule A, Item 2

Tender Lodgement: Tenders in response to this RFT may be lodged either electronically via the Council’s eTendering website; https://yarriambiack.vic.gov.au/jobs-tenders/tenderlink/ or by hard copy to the Tender Box at 34 Lyle Street, Warracknabeal, Vic. 3393, (PO Box 243, Warracknabeal, Vic. 3393).

If you require assistance completing your electronic submission, please contact: Electronic Tender Box Technical Help Desk - Phone: 1800 233 533 Email: [email protected]

With regards to hard copy Tender submissions, the Tenderer is required to ensure:

its Tender is placed in a sealed envelope marked with the RFT Reference Number and description of Goods and/or Services as shown on the front cover of this RFT but with no indication of the identity of the Tenderer; and

all pages of the Tender are numbered consecutively and the Tender includes an index

https://yarriambiack.vic.gov.au/jobs-tenders/tenderlink/


mailto:[email protected]

RFT for: Design and Construction of Kerb, Channel and Footpath RFT Reference No. 252/2019

Yarriambiack Shire Council

Nominated Contact Officer(s)

General enquiries:

Contact Name: Joel Turner

Position Title: Manager of Asset Operations

Contact Phone No.: (03) 5398 0125

Contact Email Address: [email protected]

Specification/Technical enquiries:

Contact Name: Pradip Bhujel

Position Title: Asset Engineer



Note: Tenderers must not seek information from any person(s) or rely on any information provided by any person(s) other than the Nominated Contact Officer(s)

Complaints Procedure

If a Tenderer has a complaint about this RFT or the tender process that has not been resolved in the first instance with the Nominated Contact Officer(s) they may escalate the complaint in the following manner:

Any complaint about the RFT or the Tendering Process must be escalated to the General Manager Infrastructure & Planning in writing immediately upon the cause of the complaint arising or becoming known to the Tenderer. The details of the complaints contact person are given in the table below. The written complaint must set out:

a) the basis for the complaint (specifying the issues involved);

b) how the subject of the complaint (and the specific issues) affects the person or organisation making the complaint;

c) any relevant background information; and

d) the outcome desired by the person or organisation making the complaint.

General Manager Infrastructure & Planning shall consider the complaint and provide a written response to the Complainant.

Complaints Contact Name: James Magee

Position Title: General Manager Infrastructure & Planning



mailto:[email protected]



Structure and Purpose of this Request for Tender (RFT)

Part No. Document Title Purpose

Part 1 Conditions of Tendering

Conditions of Tendering

The purpose of this part is to set out the rules applying to the RFT documents and to the Request for Tender process. These rules are deemed to be accepted by all Tenderers and by all persons who respond to (or in the case of obligations regarding intellectual property rights, confidentiality, canvassing of officials, anti-competitive conduct and publicity) have received or obtained the RFT. Part 1 also includes:

o the requirements for the preparation and lodgement of a Tender;

o an overview of the Tender evaluation method and criteria; and

o the procedures and protocols governing communication between the Council and potential Tenderers during the Tender process.

Part 2 Proposed Conditions of Contract

Proposed Conditions of Contract

A draft copy of the Conditions of Contract that the Council proposes to enter into with the successful Tenderer (subject to any changes requested by the Tenderer in its Tender, which will be negotiated between the parties).

Part 3 Specification Specification

Provides details of the Goods and/or Services required, including outputs, deliverables and drawings (if applicable).

Part 4 Response Schedules Response Schedules

Contains the information and/or schedules to be provided by the Tenderer when submitting a Tender and may also specify any information to be provided by other means. This part may be in a template format for completion.



Table of Contents

Part 1: Conditions of Tendering 7

1.1 Introduction 7

1.2 Summary of the RFT 7

1.3 Site inspection 7

1.4 Proposed Tender Timetable 7

1.5 eTendering Conditions 7

1.6 Definitions 8

1.7 How to prepare your Tender 8

1.8 Variation to the RFT 9

1.9 Council rights Post-Closing Time 9

1.10 Clarification of the RFT 9

1.11 Liability 10

1.12 Tenderers to inform themselves 10

1.13 Closure of Tender 11

1.14 Acceptance of Tenders 11

1.15 Late Tenders 11

1.16 Alternative Tender or Non-Conforming Tenders 12

1.17 Joint Offers 12

1.18 Statement of Non-Compliance, Departures and Assumptions 12

1.19 Tender Validity Period 12

1.20 Tenderer Mistakes/Errors 12

1.21 Clarification of a Tender 13

1.22 Identity of the Tenderer 13

1.23 Tendered Price 13

1.24 Ownership of Tenders 13

1.25 Confidentiality 13

1.26 Evaluation Methodology 14

1.27 Priority of Documents 14

2. Participation in the Tender Process 15

2.1 Costs of Tender 15

2.2 No obligation to enter into a contract 15

2.3 Canvassing of Officials 15

2.4 Improper assistance 15

2.5 Anti-Competitive Conduct 15



2.6 Publicity 16

2.7 Conflict of Interest 16

2.8 Statement of Business Ethics 16

2.9 Governing Law 16

Part 2: Condition of Contract 20

Part 3: Specification 32

3. Introduction and Background 32

3.1 Introduction 32

4. Scope of Works 32

5. Detailed Requirements 32

5.1 Roadworks 32

5.2 Footpath 33

5.3 Kerb and Channel 33

5.4 Nature Strip 33

6. Constructions requirements 34

6.1 Planning phase 34

6.2 Detailed design plans and documentation phase 34

6.3 Construction phase 34

6.4 Commissioning Phase 34

6.5 Quality Standards 35

6.6 Project Timetable 35

6.7 Public Safety 35

6.8 Excavation 35

6.9 Setting Plans and Survey 35

6.10 Services, inspections, openings, etc. public utilities 35

6.11 Contract Documents 36

6.12 Environmental Management Plan 36

6.13 Temporary Services 37

6.14 Site meetings 37

6.15 Inspections 37

6.16 Variations 37

6.17 Tender Submissions 38

7. Insurance Requirements 38

8. Project Timelines 38

Part 4: Response Schedules 39

Instructions to Tenderers 39



9. Tender Form 40

9.1 Tenderer’s Details 40

9.2 Tenderer’s Declaration 41

10. Compliance 42

10.1 Statement of non-compliance, departures or assumptions 42

10.2 Alternative Tender or Non-Conforming Tenders 44

10.3 Financial Capacity Information 44

10.4 Current Insurance Certificates 45

10.5 Statement of Conflict 46

10.6 Statement of Threatened or Pending Litigation 46

11. Occupational Health and Safety Management 47

11.1 OH&S Systems, Policies and Management 47

12. Quality Management 49

13. Environmental Management 50

13.1 Environmental Management Systems 50

13.2 Environmental management objectives and measures 50

14. Tender Summary 51

14.1 Overview and History 51

14.2 Summary of Tender 51

15. Relevant experience and past performance 51

15.1 Relevant Experience 51

15.2 Experience and References 51

16. Capability and Capacity 53

16.1 Ability to meet requirements 53

16.2 Business structure/Project Team Structure 53

16.3 Proposed Key Personnel/Account Management 54

16.4 Subcontractors and Consultants 54

16.5 Proposed Subcontractor / Consultant Management Methodology 55

17. Delivery Methodology and Project / Implementation Plan 55

18. Performance Management 55

19. Local Content 56

20. Schedule of Prices 56

21. Table of Attachments 61



Part 1: Conditions of Tendering

1.1 Introduction

Yarriambiack Shire Council (Council) is located in the north west of Victoria (Wimmera Southern Mallee Region), about 340 kilometres south-west of the Melbourne CBD. It covers an area of 7,158 square kilometres with a population of approximately 7000. The Yarriambiack Shire offers a relaxed atmosphere, affordable and unique accommodation options, safe and healthy family environments, no peak hour traffic and easy access to public land, lakes and recreational activities. The main towns are Hopetoun, Beulah, Brim, Warracknabeal, Minyip, Rupanyup and Murtoa.

Tenderers are encouraged to visit www.yarriambiack.vic.gov.au to obtain a detailed understanding of the Council.

1.2 Summary of the RFT

The Council is seeking Tenders from appropriately qualified and experienced contractors for the provision of the Goods and/or Services. The Council’s detailed requirements are set out in Part 3 (Specification). This RFT sets out the general requirements for the Goods and/or Services and the terms and conditions of submitting a Tender.

1.3 Site inspection

On request of Tenderer, the Superintendent will arrange time and date for site briefing. All rights are reserved to Council for participating on the process of site briefing.

1.4 Proposed Tender Timetable

Please refer to Schedule A Item 2 of this Part 1 (Conditions of Tendering), for the estimated timetable of key events and dates with regards to this Tender process.

1.5 eTendering Conditions

www.yarriambiack.vic.gov.au/jobs-tenders/tenderlink/ is the electronic tendering system used for the electronic publication of information, including the RFT, online forum for clarification and questions, notifications and addenda, and to accommodate the electronic submission of Tenders.

Tenderers electronically lodging a Tender must review and accept conditions shown on the electronic Tendering website prior to uploading their Tenders.

Electronic lodgement must be fully complete by Closing Time. The electronic link will cease at Closing Time and if your Tender submission is not complete, it will be deemed as a late submission and will not be considered by Council with regards to late submissions.

Similarly, the Council may not consider Tenders that contain corrupt files.

Tenders received via electronic transmission other than through the Council’s electronic Tendering site (including without limitation an e-mail system) will not be accepted.

Any PDF files must be provided in Adobe PDF.

http://www.yarriambiack.vic.gov.au/

http://www.yarriambiack.vic.gov.au/jobs-tenders/tenderlink/



1.6 Definitions

Unless the context requires otherwise, the following terms used in this RFT have the meanings ascribed to them as set out below:

Alternative Tender – means a response to this RFT that does not comply with certain requirements of this RFT, but would only require minor adjustments to become a Conforming Tender. It includes a Tender covering only some of the Goods and/or Services.

Closing Time - means the Tender closing date and time for the receipt of Tenders, as set out in Schedule A, Item 2 (as may be updated by the Council and advised to all potential Tenderers in writing).

Conflict - means any actual or potential conflict of interest or duty, or any position that a reasonable person would perceive as giving rise to such a conflict.

Conforming Tender - means a Tender that complies with the requirements of this RFT.

Conditions of Contract - means the contract terms provided in Part 2.

Evaluation Criteria - means the factors which the Council will take into account in any evaluation of Tenders, as included in Schedule A, Item 4 (Evaluation Criteria).

Goods and/or Services - means the deliverable(s) which the preferred Tenderer will be required to provide to the Council, as described at a high level on the front cover of the RFT and in more detail in Part 3 (Specifications), once the Conditions of Contract have been agreed between the preferred Tenderer and the Council.

Nominated Contact Officer - means Council’s nominated Contact Person as set out on Page 2.

Non-Conforming Tender - means a Tender that does not comply with material requirements of this RFT but is not an Alternative Tender.

Period of Contract - means the contract duration

Request for Tender or RFT - means this document inviting Tenderers to submit a Tender to supply the Goods and/or Services on terms based on the Conditions of Contract.

Tender - means a Tenderer’s response documents in the form as specified in Part 4 (Tender Response Schedules) to provide the Council’s requirements as set out in Part 3 (Specification) - and constituting an offer by the Tenderer to the Council in reply to the RFT, to supply the Goods and/or Services on the terms specified in the Conditions of Contract (subject to any amendments to those terms agreed in writing by the parties, based on changes requested by the Tenderer in its Tender).

Tenderer - means a company, person or entity (including representatives) which submits a Tender pursuant to this RFT; and includes, where the context permits, prospective Tenderers and other recipients of this RFT.

Written Representation - means any statement, representation or warranty that has been made by the Council in writing either (a) in this RFT or (b) through the tendering process described in this RFT, and that is directed to Tenderers.

1.7 How to prepare your Tender

o Carefully read all parts of this document and ensure you understand the requirements. Seek clarification where required, as set out in clause 1.10 below.

o Lodge your fully completed Tender (in the form as specified in Part 4 (Tender Response Schedules) and including any other information required by this RFT) before the Closing Time, ensuring you have signed the Statutory Declaration.



o Failure to provide the required information in the required format may render a Tender non-conforming and Council may exercise its rights under clause 1.16 (regarding non-conforming tenders).

1.8 Variation to the RFT

In certain circumstances, the Council may need to do any of the following prior to the Closing Time by giving all potential Tenderers reasonable written notice of such:

o Change, vary or amend any information and/or to issue addenda to the RFT. Any such addendum will become part of this RFT;

o Defer the Closing Time or any other date under this RFT;

o Correct any ambiguity or mistake concerning or arising out of this RFT; and/or

o Suspend, terminate or abandon this tendering process.

Where the Council exercises these rights, it may seek amended Tenders.

1.9 Council rights Post-Closing Time

In certain circumstances, the Council may need to do one or any combination of the following after the Closing Time:

o Cease to proceed with the process outlined in this RFT ;

o Accept all or part of a Tender at the price(s) tendered unless the Tender states specifically to the contrary;

o Reject any Tender;

o Accept one or more Tenders;

o Disqualify any Tender that does not include all the information requested or is not in the format required;

o Accept an Alternative Tender or Non-Conforming Tender (provided that it meets all mandatory Evaluation Criteria); and/or

o Obtain further information from the Tenderer for the purposes of clarification or explanation of its Tender. This includes holding interviews with some or all Tenderers, including any personnel nominated by the Tenderer in the Tender.

All Tenders lodged will become the property of Council and on no account will they be returned to Tenderers.

1.10 Clarification of the RFT

If the Tenderer has any doubt as to the meaning of any part of this RFT it should seek clarification before submitting a Tender.

All requests for clarification must be submitted in writing and be directed to the Nominated Contact Officer(s) at least three days prior to the Closing Time. The Council reserves the right not to answer requests after this period.

The Council is not obliged to respond to any question or request.

If the question or request is relevant to other prospective Tenderers, the Council will make available to such other prospective Tenderers details of such a question or request together with any response, in which event those details shall form part of this RFT.



1.11 Liability

The Tenderer acknowledges that the Council (including the Council’s officers, employees, agents or advisers) will not be bound by any statement, representation or warranty made by, or on behalf of, the Council in relation to the RFT, the tendering process or the subject matter of this RFT, unless that statement, representation or warranty is a Written Representation. Subject to the last two paragraphs in this clause 1.11, if any Written Representation subsequently proves incorrect or incomplete, then the issue will be addressed through change control in the context of any ensuing contract between the Council and the Tenderer (each acting reasonably). While all due care has been taken in the preparation of this RFT, and while the Tenderer may rely on any Written Representations for the purposes of submitting its Tender, the Tenderer acknowledges that it must not otherwise rely on, and has no separate ability to claim against the Council (or the Council’s officers, employees, agents or advisers) in respect of, the adequacy, accuracy, reasonableness or completeness of the information communicated or provided in this RFT or through the tendering process.

To the fullest extent allowed by applicable law, all statutory or implied warranties are excluded and of no effect and neither the Council, nor the Council’s officers, employees, agents or advisers will be liable for any loss, costs, expenses or damage:

o arising as a result of reliance on such information by Tenderer or any other person; or o otherwise incurred by Tenderers or any other persons at any time, in relation to the tendering

process, evaluation of Tender, any contract negotiation or the selection process generally. If a Tenderer finds any discrepancy, ambiguity, error or inconsistency in the RFT or any other information provided by the Council (other than minor clerical matters), the Tenderer must promptly notify the Council’s Nominated Contact Officer in writing, so that there is fair opportunity to consider what corrective action is necessary (if any).

Any actual discrepancy, ambiguity, error or inconsistency in the RFT or any other information provided by the Council will be corrected by the Council and provided (or the proper information made available) to all Tenderers without attribution to the Tenderer that provided the notice.

1.12 Tenderers to inform themselves

The information in this RFT has been provided in good faith. It is intended only as an explanation of the Council's requirements and is not intended to form the basis of a Tenderer's decision on whether to enter into any contractual relationship with the Council.

By responding to this RFT, the Tenderer will be deemed to have acknowledged and agreed that it has done so on the basis that it has the necessary skills, knowledge and experience to provide the Goods and/or Services. Tenderers will be deemed to have:

o fully examined and understood the requirements of this RFT (including all documents and attachments referenced) and any other information made available by the Council to Tenderers in relation to this RFT;

o satisfied itself that it has a full set of the RFT documents and all relevant attachments;

o made its own enquiries and assessed all risks regarding this RFT and the tendering process;

o not relied upon any warranty or representation (whether oral or in writing or by conduct) made on behalf of the Council except where such warranty or representation is set out in this RFT or made in writing by Council through the processes specified by these Conditions of Tender;



o ensured that its Tender addresses all the requested information in Part 4 and is presented in the required format, is accurate and complete, and is not misleading in any way;

o acknowledged that the Council will rely on information provided by the Tenderer at all stages of this tendering process. Any information provided by the preferred Tenderer may (along with this RFT and the Tender itself) form part of the final agreed form of the Conditions of Contract;

o ensured that it complies with all applicable laws with regard to preparing its Tender (including but not limited to Australian Competition and Consumer Law and Occupational Health and Safety Requirements);

o met all costs and expenses related to the preparation and lodgement of its Tender, and will meet all of its costs and expenses arising from subsequent negotiation, and any future costs connected with or relating to the tendering process; and

o satisfied itself as to the correctness and sufficiency of its Tender including tendered prices.

1.13 Closure of Tender

The Tender must be lodged by the Closing Time and by the method as outlined in Schedule A (as may be deferred by Council in its discretion).

Please refer to Part 4 for the list of documents to be completed and submitted by the Tenderer before the Closing Time and also refer to the earlier clause regarding eTendering for requirements applying to electronic submission.

1.14 Acceptance of Tenders

Unless otherwise stated in this RFT, Tenders may be submitted for all or part of the Council’s requirements and may be accepted by the Council either wholly or in part. The Council is not bound to accept the lowest price or any Tender (and may reject any or all Tenders).

The Council reserves the right to not accept a Tender (or any part of it) and is under no obligation to give reasons for not accepting a Tender. Tenderers will be informed in writing of the outcome of their Tender at the conclusion of the RFT process. The Council may, in its absolute discretion, invite unsuccessful Tenderers to a de-brief meeting on the outcome of the RFT.

If any Tender is accepted by the Council, such acceptance shall be conditional until both parties signing a contract for the Goods and/or Services, based on the Conditions of Contract (subject to negotiation of any amendments to those conditions requested by Tenderer in its Tender).

Whether or not required by Part 4, it would be helpful if the Tenderer were to provide with its Tender, a new version of the Conditions of Contract marked up with any changes the Tenderer would require.

1.15 Late Tenders

Tenders lodged or received by Council after the Tender Closing Time are deemed to be late and will be disqualified and ineligible for consideration unless the Tenderer can clearly document to the satisfaction of Council that an event of exceptional circumstances caused the Tender to be lodged after the Closing Time.

Consideration of a Tender under this circumstance will be at the sole discretion of the Council.

The determination of the Council as to the actual time that the Tender was lodged is final. All offers lodged after the Closing Time will be recorded by the Council.

Unless the Council is satisfied there are exceptional circumstances, the Council will inform a Tenderer whose offer was lodged after the Closing Time of their ineligibility for consideration.



In the event of a hard copy submission, a late Tender will only be considered if the Tenderer satisfies the Council that the Tender and all other essential information was posted or lodged at a Post Office or other recognised delivery agency in sufficient time to enable the documents to have been received by the Council in the ordinary course of business before the Closing Time, or the Council receives those documents within such period as it decides to be reasonable in the circumstances.

1.16 Alternative Tender or Non-Conforming Tenders

The Council reserves the right, in its absolute discretion, to consider an Alternative Tender or Non-Conforming Tender (provided that any mandatory Evaluation Criteria are met), but is not obliged to do so. If a Tenderer wishes to submit an Alternative Tender or Non-Conforming Tender it must also:

i. Submit a Conforming Tender; and

ii. Submit a copy of the clearly identified Alternative Tender or Non-Conforming Tender in a marked up form, which identifies all departures from the Conforming Tender. In order to be considered for evaluation, any such Alternative Tender or Non-Conforming Tender must:

1. Fully describe its advantages, disadvantages, limitations and capabilities;

2. Be fully costed;

3. Permit ready comparison of the alternative offer with complying Tenders; and

4. Expressly state where it does not comply with the terms of this RFT.

1.17 Joint Offers

Council will accept a joint offer from two or more Tenderers.

1.18 Statement of Non-Compliance, Departures and Assumptions

The Tenderer must declare and detail any non-compliance with, departures from or assumptions in relation to, the RFT in its Tender, at item 10.1 Part 4, Response Schedules.

These non-compliances, departures or assumptions must address any material conditions or positions in relation to the Conditions of Contract and/or Part 3 (Specification).

Submitted Tenders will be deemed as accepting and complying with all of the Conditions of Contract and the Specification unless explicitly noted at item 10.1, Part 4, Tender Response Schedules.

1.19 Tender Validity Period

All Tenders will remain valid and open for acceptance for three (3) months from the Closing Time unless extended by mutual agreement between the Council and the Tenderer(s) in writing.

1.20 Tenderer Mistakes/Errors

The Council may, at its discretion, permit a Tenderer to correct an unintentional mistake or anomaly in its Tender after the Closing Time.

In no event will any correction be permitted if the Council reasonably considers that the correction would materially alter the Tender.

Such a variation may be made either:

i. at the request of the Council, or



ii. with the consent of the Council at the request of the Tenderer, but only if, in the circumstances, it appears reasonable to the Council to allow the Tenderer to provide correction.

If a Tender is varied in accordance with this clause 1.20, and if in the interests of fairness it is deemed necessary, the Council will notify in writing each other Tenderer whose Tender circumstances have the same or similar characteristics as the varied Tender, and provide that Tenderer with the opportunity of varying its Tender in a similar way.

1.21 Clarification of a Tender

If in the opinion of the Council, a Tender is unclear in any respect, the Council may seek clarification from a Tenderer. Failure to supply clarification to the satisfaction of the Council may render the Tender liable to disqualification.

The Council is under no obligation to seek clarification and reserves the right to disregard any clarification that it considers to be unsolicited or otherwise impermissible.

1.22 Identity of the Tenderer

The identity of the Tenderer is fundamental to the Council. The Tenderer (and the party to any ensuing contract with the Council) will be the company, person or entity (or in each case, multiple for joint Tenders) named as the Tenderer in the Offer Form in Part 4 (Tender Response Schedules).

The Council may reject any Tender that is not from or does not disclose a solvent legal entity capable of entering into a contract with the Council. The Tenderer must provide its Australian Business Number (ABN), or, if it does not have an ABN, the reason for not having one.

1.23 Tendered Price

The price outlined in the Tender must quote all prices exclusive of GST.

The price tendered must be the total price, including all fees and costs. The pricing will be used by the Council for budgetary purposes and therefore constitutes a tendered price and quotation and not an estimate.

1.24 Ownership of Tenders

Upon submission, all Tenders, documents and other information submitted by the Tenderer as part of or in support of a Tender will become property of the Council.

The Tenderer will retain copyright and other intellectual property rights contained in its Tender, however each Tenderer, by submission of its offer, is deemed to have granted an irrevocable royalty-free licence to the Council to reproduce, in whole or part, its Tender for the purposes of enabling the Council, or such persons or bodies as the Council reasonably considers necessary, to evaluate, clarify or vary the Tender or to negotiate any resulting contract.

Tenderers and other recipients of this RFT do not acquire intellectual property rights in the RFT documents and must not reproduce any of the RFT documents in any material form without the written permission of the Council other than for use strictly for the purpose of preparing a Tender.

1.25 Confidentiality

Each Tenderer or other recipient of this RFT must keep confidential the RFT and any information provided by the Council in connection with the RFT including any information marked as confidential or which the Tenderer / recipient knows or ought reasonably to know is confidential or should be treated as such.



All Tenders received by Council will be held in confidence. The Tenderer acknowledges that the Council may disclose any information in the Tender to its professional advisors or if required by law (including, but not limited to, as required under the Freedom of Information Act 1982 (Vic)), or government policy.

1.26 Evaluation Methodology

Tenders will be evaluated against the Evaluation Criteria set out in Schedule A, Item 4 of this RFT.

Information provided by the Tenderer in the Response Schedules (Part 4) of this RFT, will be the basis of the evaluation against these criteria. Tenderers are advised to respond clearly to all of the requirements listed in the Specification (Part 3) of this RFT.

In evaluating offers, the Council will have regard to:

(a) specific evaluation criteria identified in the list set out in Schedule A, Item 4 including mandatory requirements, if applicable;

(a) the overall value for money proposition presented in the offer; and

(b) the particular weighting assigned (in Schedule A, Item 4) to any or all of the criteria (noting that any criteria for which a weighting has not been assigned should be assumed to have equal weighting.)

Any Evaluation Criteria identified as Mandatory Criteria MUST be met by the Tenderer. For these criteria, a Tender will be assessed on a Yes/No (Pass/Fail) basis. If a Tender fails to fully comply with those evaluation criteria, it will be excluded without further consideration.

Tender will be assessed against other (non-mandatory) Evaluation Criteria, using a weighted scoring process based on information provided with the Tender.

Council may, in its sole discretion, seek clarification from any Tenderer regarding information contained in the Tender and may do so without notification to any other Tenderer.

A Tenderer may be invited to a one-on-one evaluation interview in order to review and clarify the Tender and to enable Council to interview key personnel identified in the Tender.

1.27 Priority of Documents

If there is any inconsistency between Part 1 (Conditions of Tendering) of this RFT and any other parts of the RFT, then unless it is expressly stated that the other part was intended to override this Part 1 (and except where the inconsistency is identified prior to the Closing Time (in which case, clause 1.9 will apply), the terms of this Part 1 (Conditions of Tendering) will prevail to the extent of that inconsistency.



2. Participation in the Tender Process 2.1 Costs of Tender

Tenderers remain responsible for all costs incurred by them in connection with their Tenders whether before or after the Closing Time and whether incurred directly by them or their advisers including costs arising as a direct or indirect consequence of amendments made to the RFT by the Council. For the avoidance of doubt, the Council shall have no liability whatsoever to Tenderers for the costs of any negotiations conducted in the event that the Council decides not to accept any Tenders.

2.2 No obligation to enter into a contract

By issuing this RFT, Council is under no obligation (whether equitable or legal) to proceed either in whole or in part with the procurement to which the RFT relates. Council is not committed contractually or in any way to any person who may receive the RFT or submit a Tender.

2.3 Canvassing of Officials

Any Tenderer or other recipient of this RFT who solicits or attempts to solicit support for its Tender or otherwise seeks to influence the outcome of the Tender process by:

a) offering any inducement, fee, or reward, to any member or officer of the Council, including Councillors, or to any person engaged by the Council, or acting as an adviser for the Council; or

b) canvassing any persons referred to in this document; or

c) contacting any member or officer of the Council, including Councillors or any person engaged by Council, about the RFT or any process relating thereto, except as authorised by this RFT;

d) causing or inducing any person to enter such agreement or to inform the Tenderer of the amount or approximate amount of any rival Tenderer; or

e) canvassing any of the persons as set out above in connection with the RFT or the outcome of the Tender process,

will be disqualified from involvement in the RFT process.

2.4 Improper assistance

Tenderers must not seek or obtain the assistance of employees, agents or contractors of the Council in the preparation of their Tender. In addition to any other remedies available to it under law or contract, the Council may, in its absolute discretion, immediately disqualify a Tenderer that it believes has sought or obtained such assistance.

2.5 Anti-Competitive Conduct

Tenderers (and other recipients of this RFT) must not engage in any collusion, anti-competitive conduct or any other similar conduct with any other Tenderer or any other person in relation to the preparation, content or lodgement of their Tender. This includes, but is not limited to, the Tenderer:

a) fixing or adjusting the amount of its Tender by or in accordance with any agreement or arrangement with any other Tenderer; or

b) entering into any agreement or arrangement with any other Tenderer that it shall refrain from tendering or as to the amount of any Tender to be submitted; or



c) paying (or offering or agreeing to pay) any sum of money, inducement or valuable consideration, directly or indirectly to any person for doing, having done, causing, or having caused to be done, any act or omission in relation to any other Tender or proposed Tender; or

d) communicating to any person other than the Council the amount or approximate amount of its proposed Tender (except where such disclosure made in confidence in order to obtain quotations necessary for the preparation of the Tender, for insurance or contract guarantee bonds and/or performance bonds or professional advice required for the preparation of a Tender).

Where such actions are drawn to the Council’s attention, relevant Tenderers will be disqualified from any further involvement in this tender process.

2.6 Publicity

Recipients of this RFT must not undertake any publicity activities with any part of the media in relation to the RFT, tendering process or Tender without the prior written agreement of the Council, including agreement on the format and content of any publicity.

2.7 Conflict of Interest

The Tenderer represents that it has not placed itself in a position that may give rise to any Conflict in connection with the RFT and Tender. Alternatively, the Tenderer must:

(a) disclose any Conflict in its Tender;

(b) notify the Council if any Conflict arises after lodgement of its Tender; and

(c) indicate the strategy it has in place to manage the Conflict.

The Council may disqualify a Tenderer from the tendering process if the Tenderer fails to notify the Council of any Conflict or if the Council is not satisfied with the strategy the Tenderer has in place to manage the Conflict.

2.8 Statement of Business Ethics

Council is committed to the highest standards of honesty, fairness and integrity in all its business dealings. Council’s Statement of Business Ethics sets out the standards of behaviour that Council expects from its supply partners. These standards of behaviour relate to fair, ethical and honest dealings with Council, and ensuring that the best level of service is provided to the community. This document is also attached to this RFT. Breaches of this Statement may constitute grounds for disqualification of Tender.

2.9 Governing Law

These conditions of tendering are governed by the laws of the State of Victoria and the parties submit to the exclusive jurisdiction of the courts of that State.



SCHEDULE A: TENDER INFORMATION

Item 1: Tender Briefing(s)/Site Inspection(s):

Date Time Location Mandatory?

NA NA NA NA

Tenderers are requested to attend a Tender briefing/site inspection.

Please confirm with the Nominated Contact Officer your attendance at this meeting no later than [insert day, month, year].

Failure to attend any mandatory briefing/site inspection will leave the Tenderer ineligible to submit a Tender.

Item 2: Tender Timetable

The timetable below provides details of key events and dates with regards to this Tender process. The Council reserves the right to extend these dates at its sole discretion.

Event Date

Tender Release 25 September 2019

Clarification and Questions Close 13 October 2019

Tender Closing Time 16 October 2019 4:00 pm

Intended completion of evaluation of Tenders

18 October 2019

Intended Council acceptance 23 October 2019

Intended contract commencement date 28 October 2019

Item 3: Documents to be submitted by the Tenderer

The following documents need to be completed and submitted by the Tenderer:

Part 4 – Completed Response Schedules, including any attachments

Marked up version of Conditions of Contract (if any changes are required)

Any additional supporting documentation to Tender

Signed Tenderer’s Declaration



Item 4: Evaluation Criteria

Mandatory Criteria: (pass/fail)

The following Mandatory Criteria will be used in the evaluation of Tenders. The mandatory compliance criteria are not weighted and scored. Tenderers either meet the standard or they do not.

Mandatory requirements Complies

Satisfaction of Insurance Requirements Yes/No

Willingness to negotiate based on proposed conditions of Contract with reasonable amendments

Yes/No

OH&S Policy and accreditation Yes/No

Financial Capacity Yes/No

Registration or licensing of contractors

Where an Act requires that a contractor (as defined by the Act) be registered or licensed to carry out the work described in the RFT, the Tenderer shall state in the appropriate Response Schedule, its registration or licence number. The Tender may not be considered if the Tenderer fails to provide such registration or license number.

OHS Obligations

Lodgement of a Tender will itself be an acknowledgement and representation of requirements in relation to OHS, which the Tenderer will comply with all relevant legislation and agrees to provide periodic evidence of compliance, and give access to all relevant information to demonstrate compliance for the duration of any contract that may be awarded.

Financial Capacity

Tenderers must have sufficient financial capacity to provide the Goods and/or Services. As part of its Tender, Tenderers are to provide all financial information as requested in Part 4, the Response Schedules / or give consent to the Council to complete a financial risk assessment review by its appointed credit rating agency or representative.

In submitting a Tender, the Tenderer will be taken to have given consent to the Council accessing this financial viability / risk assessment and information, including any personal information contained therein.

Tenderers who are identified as a financial risk as a result of these reviews may, at Council’s discretion, be removed from further participation in the evaluation process.



Weighted Evaluation Criteria:

Tenders will be evaluated and scored against the following criteria:

EVALUATION CRITERIA RELATIVE WEIGHTING

Price – Price of the tendered works

30%

Performance capability – Quality of previous work, quality of previous client relationships

30%

Organisational Capacity – Staff numbers, qualifications, skills, experience

20%

Contractor internal Systems – Occupational Health and Safety, environmental Management

10%

Local content – Ability to meet local supply or local economic development

10%

Environmental Policy and Commitments

Council are committed to improving environmental outcomes through the consideration of environmental factors when determining overall value for money in the procurement of goods and/or services. Consideration of environmental factors is reflected in the requirements of this RFT.



Part 2: Condition of Contract

Tenderers to this RFT shall be deemed to have been made on the basis of and to incorporate:

AS 4902-2000 General Conditions of Contract, and

Annexure part A to AS 4902-2000 General Conditions of Contract (Conditions of Contract AS 4902-2000 general Conditions of Contract have not been provided with this RFT, however Tenderer can obtain their own copy from Standards Australia, via www.saiglobal.com.) The Contractor must aware of the Conditions of Contract as these will form the basis of how the Contract is managed. Completed annexures forming part of this Contract follow.

Item General Description Annotation

1 Principal Chief Executive Officer


5 Superintendent General Manager Infrastructure & Planning

7 Date of practical Completion 30 June 2020

14a Contractors Security (Form) Cash or unconditional bank guarantee

15 Principal’s security Nil

17 Documents Site Location

29 Liquidated Damages $700 per week

30 Bonus for early Practical Completion Nil

33 Progress claim times 1st day of each month for Work Under Contract (WUC) done to the last day of the previous month

35 Interest on overdue payments 5%

37b Arbitration Chair of Resolution Institute

Bridge Street, Sydney NSW 2000

37b Rules for arbitration Resolution Institute Arbitration Rules

http://www.saiglobal.com/



AS 4902-2000 ANNEXURE to the Australian Standard General Conditions of Contract for Design and Construct This Annexure shall be completed and issued as part of the tender documents and, subject to any amendments to be incorporated into the Contract, is to be attached to the General Conditions of Contract and shall be read as part of the Contract. Item 1 Principal ........................................................................................................................................... (clause 1) ........................................................................................................................................... ACN ........................................................... ABN ............................................................ 2 Principal's address ........................................................................................................................................... ........................................................................................................................................... Phone ........................................................ Fax ............................................................. 3 Contractor ........................................................................................................................................... (clause 1) ........................................................................................................................................... ACN ........................................................... ABN ............................................................ 4 Contractor's address ........................................................................................................................................... ........................................................................................................................................... Phone ........................................................ Fax ............................................................. 5 Superintendent ........................................................................................................................................... (clause 1) ........................................................................................................................................... ACN ........................................................... ABN ............................................................ 6 Superintendent's address .....................................................................................................................................

........................................................................................................................... Phone ........................................................ Fax ............................................................. © Standards Australia www.standards.com.au

Part A



AS 4902-2000

† 7 (a) Date for practical completion .........................................................................................................................

(clause 1) OR (b) Period of time for Practical completion ..................................................................................................................................... (clause 1) 8 Governing law ........................................................................................................................................... (clause 1(h)) If nothing stated, that of the jurisdiction where the site is located 9 (a) Currency ........................................................................................................................................... (clause 1(g)) If nothing stated, that of the jurisdiction where the site is located (b) Place for payments ........................................................................................................................................ (clause 1(g)) If nothing stated, the Principal’s address (c) Place of business of bank .............................................................................................................................. (clause 1(d)) If nothing stated, the place nearest to where the site is located 10 The Principal’s project requirements 1 Preliminary design (if included in Item 11) are described in the following documents 2 ............................................................................................................ (clause 1) 3 ............................................................................................................ 4 ............................................................................................................ 5 ............................................................................................................ 11 Preliminary design (a) A preliminary design

(clause 1) * is included

* is not included

in the Principal’s project requirements.

If neither deleted, a preliminary design is not included (b) The preliminary design documents are

1 ............................................................................................................ 2 ............................................................................................................ 3 ............................................................................................................ 4 ............................................................................................................ 5 ............................................................................................................ 12 Quantities in schedule of rates, Upper Limit .............................................................................................. Limits of accuracy (subclause 2.5) Lower Limit .............................................................................................. ___________________________ † If applicable, delete and instead complete equivalent Item ln the separable portions section of the Annexure Part A * Delete one © Standards Australia www.standards.com.au



AS 4902-2000

13 Provisional sum, ................................... % Percentage for profit and attendance (clause 3)

† 14 Contractor’s security (a) Form ................................................................................................................ (clause 5) (b) Amount or maximum percentage of ................................................................................................................ contract sum If nothing stated, 5% of the contract sum (clause 5) (c) If retention moneys, percentage of ....................................... %, until the limit in Item 14(b) each progress certificate If nothing stated, 10%, until the limit in Item 14(b) (clause 5 and subclause 37.2) (d) Time for provision (except for within ............................. days after date of acceptance of tender retention moneys) If nothing stated, 28 days (e) Additional security for unfixed plant ................................................................................................................ and materials (subclauses 5.4 and 37.3) .................................................................................... $ ........................ (f) Contractor’s security upon ....................................... % of amount held Certificate of practical completion is If nothing stated, 50% of amount held reduced by (subclause 5.4)

† 15 Principal’s security

(a) Form ................................................................................................................ (clause 5) (b) Amount or maximum percentage of ................................................................................................................ contract sum If nothing stated, nil (clause 5) (c) Time for provision within ............................. days after date of acceptance of tender (clause 5) If nothing stated, 28 days (d) Principal’s security upon certificate ....................................... % of amount held of practical completion is reduced If nothing stated, 50% of amount held by (subclause 5.4) ___________________________ † If applicable, delete and instead complete equivalent Item ln the separable portions section of the Annexure Part A © Standards Australia www.standards.com.au



AS 4902-2000

16 Principal-supplied documents Document No. of copies (subclause 8.2) 1 Principal’s project requirements ........................... 2 ......................................................................... ........................... 3 ......................................................................... ........................... 4 ......................................................................... ........................... 5 ......................................................................... ........................... If nothing stated, 5 copies 17 Documents, numbers of copies, and the times or stages at which they are to be supplied by the Contractor (subclause 8.3) Document No. of copies Time/stage 1 ....................................................................... ............................ ........................................... 2 ....................................................................... ............................ ........................................... 3 ....................................................................... ............................ ........................................... 4 ....................................................................... ............................ ........................................... 5 ....................................................................... ............................ ........................................... 18 Time for Superintendent’s direction ....................................... days about documents If nothing stated, 14 days (subclause 8.3) 19 Subcontracting Work by Consultants Work by Others (subclause 9.2) ....................................................... ................................................. ....................................................... ................................................. ....................................................... ................................................. ....................................................... ................................................. ....................................................... ................................................. © Standards Australia www.standards.com.au



AS 4902-2000 20 Novation Subcontractor or Particular part of the (subclause 9.4) selected subcontractor preliminary design or as the case may be selected subcontract work, as the case may be ....................................................... ................................................. ....................................................... ................................................. ....................................................... ................................................. ....................................................... ................................................. ....................................................... ................................................. ....................................................... ................................................. ....................................................... ................................................. ....................................................... ................................................. 21 Intellectual property rights granted ..................................................................................................................... to the Principal, if nothing stated, Alternative 1 applies the Alternative applying (subclause 10.2) 22 Legislative requirements

(a) Those excepted ..................................................................................................................... (subclause 11.1) ..................................................................................................................... ..................................................................................................................... (b) Identified WUC ..................................................................................................................... (subclause 11.2(a)(iii)) ..................................................................................................................... 23 Insurance of the Works (clause 16A)

(a) Alternative applying ................................................................................................................ if nothing stated, Alternative 1 applies If Alternative 1 applies

(b) Provision for demolition ..................................................................................................................... and removal of debris ........................................................................... $ ...................................... OR ............................................ % of the contract sum (c) Provision for consultants’ fees ..................................................................................................................... and Principal’s consultants’ fees ........................................................................... $ ...................................... OR ............................................ % of the contract sum © Standards Australia www.standards.com.au



AS 4902-2000

(d) Value of materials or things to ..................................................................................................................... be supplied by the Principal ........................................................................... $ ...................................... (e) Additional amount or percentage ................................................................................................................... ........................................................................... $ ...................................... OR ............................................ % of the total of (a) to (d) in clause 16A 24 Professional indemnity insurance (clause 16B and subclause 9.2(d))

(a) Levels of cover of Contractor’s ..................................................................................................................... professional indemnity insurance shall not be less than ........................................................................... $ ...................................... if nothing stated, $5 000 000 (b) Period for which Contractor’s ..................................................................................................................... professional indemnity insurance If nothing stated, 6 years shall be maintained after issue of the final certificate (c) Categories of consultants and Category Levels of Cover levels of cover of consultants’ professional indemnity ................................................................... $ ................................... insurance ................................................................... $ ................................... ................................................................... $ ................................... ................................................................... $ ................................... If nothing stated, $1 000 000 (d) Period for which each consultant’s ................................................................................................................ professional indemnity insurance If nothing stated, 6 years shall be maintained after issue of the final certificate 25 Public Liability Insurance (clause 17) (a) Alternative applying ..................................................................................................................... If nothing stated, Alternative 1 applies If Alternative 1 applies

(b) Amount per occurrence shall ..................................................................................................................... not be less than ........................................................................... $ ...................................... if nothing stated, $10 000 000

© Standards Australia www.standards.com.au



AS 4902-2000

26 (a) Time for giving access within ................................... days of date of acceptance of tender (subclause 24.1) If nothing stated, 14 days (b) Time for giving possession within ................................... days of date of acceptance of tender (subclause 24.1) If nothing stated, 14 days 27 The information, materials, documents Documents or instructions Times/Periods or instructions and the times, by or periods within which they are to be 1 ............................................................ ..................................... given to the Contractor (clause 32) 2 ............................................................ ..................................... 3 ............................................................ ...................................... 4 ............................................................ ...................................... 5 ............................................................ ...................................... 28 Qualifying causes of delay, causes of ................................................................................................................ delay for which EOTs will not be granted ................................................................................................................ (paragraph (b)(iii) of clause 1 and subclause 34.3) ................................................................................................................ ................................................................................................................

† 29 Liquidated damages, rate ................................................................................................................ (subclause 34.7)

..................................................... per day $ ...................... per day

† 30 Bonus for early practical completion (subclause 34.8) (a) Rate ................................................................................................................

..................................................... per day $ ...................... per day

(b) Limit ................................................................................................................

...................................................................... $ ...................................... OR ........................................... % of contract sum If nothing stated, there is no waiver

† 31 Other compensable causes ................................................................................................................ (paragraph (b) of clause 1 and subclause 34.9) ................................................................................................................ ................................................................................................................ ................................................................................................................

___________________________ † If applicable, delete and instead complete equivalent Item ln the separable portions section of the Annexure Part A © Standards Australia www.standards.com.au



AS 4902-2000

32 Defects Liability period ................................................................................................................ (clause 34) If nothing stated, 12 months 33 Progress Claims (subclause 37.1)

(a) Times for progress claims .................................................................... day of each month for WUC done to the ....................................................... day of that month OR (b) Stages of WUC for progress ................................................................................................................ claims ................................................................................................................ ................................................................................................................ ................................................................................................................ ................................................................................................................ ................................................................................................................ ................................................................................................................ 34 Unfixed plant and materials for which ................................................................................................................ payment claims may be made ................................................................................................................ (subclause 37.3) ................................................................................................................ 35 Interest rate on overdue payments ..................................... % of the contract sum (subclause 37.5) If nothing stated, 18% per annum 36 (a) Time for Principal to rectify ................................................................. days inadequate access If nothing stated, 14 days (subclause 39.7(a)(iii)) (b) Time for Principal to rectify ................................................................. days inadequate possession If nothing stated, 14 days (subclause 39.7(a)(iv)) 37 Arbitration (subclause 42.3)

(a) Person to nominate ................................................................................................................ arbitrator ................................................................................................................

A1 | ................................................................................................................ | If no-one stated, the President of the Institute of Arbitrators & | Mediators Australia




AS 4902-2000

(b) Rules for arbitration ................................................................................................................ ................................................................................................................ ................................................................................................................ ................................................................................................................ ................................................................................................................ If nothing stated, (a) rules 5-18 of the Rules of The Institute of Arbitrators & Mediators Australia for the Conduct of Commercial Arbitrations; OR (b) if one or more the parties are nationals of and habitually

resident in, incorporated in, or where the central management and control is exercised in, different countries as between the parties, then the UNCITRAL Arbitration Rules shall apply and the appointing authority shall be the person provided in Item 37(c) (c) Appointing Authority under ................................................................................................................ UNCITRAL Arbitration Rules If non-stated, the President of the Institute of Arbitrators &

A1 | Mediators Australia | |




AS 4902-2000

This section should be completed only if the Contract provided for separable portions.

Complete separate pages for each separable portion, which should be numbered appropriated. Any balance of the Works should also be a separable portion.

Separable portion No. .............................................................................................................. (clause 1) Description of separable portion ..................................................................................................................... (clause 1) ..................................................................................................................... ..................................................................................................................... Item

7 (a) Date for practical completion ..................................................................................................................... (clause 1) OR (b) Period of time for practical ..................................................................................................................... completion (clause 1) 14 Contractor’s security (a) Form ..................................................................................................................... (clause 5) (b) Amount of maximum ..................................................................................................................... Percentage value of this separable If nothing stated, 5% of value of this separable portion portion (clause 5) (c) If retention moneys, percentage of ................................. %, until the limit in Item 14(b) each progress certificate applicable If nothing stated, 10%, until the limit in Item 14(b) to this separable portion (clause 5 and subclause 37.2) (d) Time for provision (except within ........................ days after date of acceptance of tender for retention moneys) If nothing stated, 28 days (clause 5) (e) Additional security for unfixed plant .............................................................................................................. and materials (subclauses 5.3 and 37.3) ............................................................................ $ ...................................... (f) Contractors security upon ............................................ % of amount held certificate of practical completion is If nothing stated, 50% of amount held reduced by (subclause 5.4)


Part A Separable Portions



AS 4902-2000

15 Principal’s security (a) Form ..................................................................................................................... (clause 5) (b) Amount of maximum ..................................................................................................................... percentage value of this If nothing stated, nil separable portion (clause 5) (c) Time for provision within ........................ days after date of acceptance of tender (clause 5) If nothing stated, 28 days (c) Principal’s security upon certificate ................................. % of amount held of practical completion is reduced If nothing stated, 10%, until the limit in Item 14(b) by (subclause 5.4) 29 Liquidated damages, rate ..................................................................................................................... (subclause 34.7) ......................................................... per day $ ...................... per day 30 Bonus for early practical completion (subclause 34.8)

(a) Rate ..................................................................................................................... ......................................................... per day $ ...................... per day (b) Limit ..................................................................................................................... ......................................................... per day $ ...................... per day OR ............................................ % of value of this separable portion If nothing stated, there is no waiver 31 Other compensable causes ..................................................................................................................... (paragraph (b) of clause 1 and subclause 34.9) ..................................................................................................................... ..................................................................................................................... .....................................................................................................................




Part 3: Specification

3. Introduction and Background The proposed project is to design and construct kerb, channel, parking bays and footpath along Werrigar Street between Anderson Street and the Yarriambiack Creek in Warracknabeal, Victoria, 3393.

3.1 Introduction

Yarriambiack Shire Council (Council) is located in the north west of Victoria (Wimmera Southern Mallee Region), about 340 kilometres south-west of the Melbourne CBD. It covers an area of 7,158 square kilometres with a population of approximately 7000. The Yarriambiack Shire offers a relaxed atmosphere, affordable and unique accommodation options, safe and healthy family environments, no peak hour traffic and easy access to public land, lakes and recreational activities. The main towns are Hopetoun, Beulah, Brim, Warracknabeal, Minyip, Rupanyup and Murtoa.

Tenderers are encouraged to visit www.yarriambiack.vic.gov.au to obtain a detailed understanding of the Council.

4. Scope of Works The contract is to design and construct footpath, kerb and channel, nature strip and roads with parking bays as directed and indicated on the layout plan of Werrigar Street, Warracknabeal, Vic, 3393.

The new construction jobs are within the road reserve and includes following details:

Construction of footpath according to IDM drawings, nature strip and road as required by VicRoads specifications and relevant AS standards

Section 160 – Construction general

Section 166 – Traffic Management

Section 168 – Occupational Health and Safety Management

Section 400 – Asphalt and Surface Treatments

Section 703 – Cast-in-place concrete edgings, paths and other surfaces

5. Detailed Requirements Proposed Construction Jobs

5.1 Roadworks

The project is to extend road segment on one side from the existing seal through to the new kerb

approximately 5m, creating the new parking bays. Item Proposed

Road Width 5m

Road top surface Marry the existing sealed level

Length of roadworks 250m

Seal type PS10/ Double seal

Road base depth 150mm Class 2 (min) 20mm FCR

Parking bays Parallel or angle with standard line marking

http://www.yarriambiack.vic.gov.au/



5.2 Footpath

To construct in situ concrete footpath with a uniform surface and sufficient cross fall to allow water to run off into the kerb and channel matching into the existing footpath.

Item Proposed

Footpath Reinforcement cast in situ concrete 125mm thick (minimum) with standard construction joints at right angles to the direction of the footpath, for more refer IDM drawings SD205.

Width of the path 1.5m

Concrete strength Minimum 25Mpa

Cross fall Maximum 1:40

Length of footpath 250m

5.3 Kerb and Channel

The contract is to carry out all of the kerbing works at the desired location.

Item Proposed

Bedding material (related to depth of pavement)

75mm Class 3 FCR

Concrete M25 Refer AS1379, VicRoads standards 703

Kerb type B2, refer IDM drawing SD100

Length of Kerb 250m

5.4 Nature Strip

The project is to construct nature strip between the area of public land (property boundary) and the back of kerb at the proposed site location.

Item Proposed

Top soil and grass Low maintenance drought-tolerant grasses



6. Constructions requirements The construction site is as shown in the prosed drawing. It is required to complete all the works according to standards, VicRoads specifications and IDM drawings.

6.1 Planning phase

Prior to proceeding for construction, the contractor must submit preliminary design documents to the

Superintendent for approval. This includes close liaison with the relevant Council Officers in relation to

the design, development of preliminary design, and the submission of the preliminary design for sign-off

prior to the development of detailed design, and submission of proposed structures.

6.2 Detailed design plans and documentation phase

After the preliminary design has been accepted by the Superintendent, detailed plans, specifications and structural computations shall be prepared and submitted for approval. The detailed plans shall include, as a minimum, alignment plans, nature strip, sections details, etc. Allowance shall be made by the Contractor for an independent competent and experienced design engineer to check the computations of the proposed designed drawings.

Detailed plans shall be provided in the electronic formats that are compatible with pdf viewer and AutoCAD 2015 for Council records.

All other documents shall be provided in .pdf and .docx format for Council records.

6.3 Construction phase

The contractor shall submit a timetable for the project and duration for each phase that meets the requirement of Schedule 1.

A quality assurance file of the project must be maintained by the contractor, and submitted to the Manager of Asset Operations at the completion of the construction phase. Access to the quality assurance file shall be provided by the Contractor to the Manager of Asset Operations at all times during the course of the project.

The Contractor shall have on-site as a minimum the following documents:

A copy of signed contract agreement, detailed design drawings and specifications

Copies of all certificates of insurance

Records of all inspections and results of materials tests

Daily diary and contractor’s Quality Assurance documents

Evidence of compliance with Contractor’s quality system

Contractor’s OH&S plan

Job Safety Analysis (JSAs) for each construction activity and any Safe Work Method Statements (SWMS) being used.

6.4 Commissioning Phase

The contractor shall be required to allow for formal commissioning of the structure prior to the opening of the structure for use by the public.



6.5 Quality Standards

The works shall be undertaken in accordance with all relevant Australian Standards.

6.6 Project Timetable

Within 14 days of the date of acceptance of tender by the Council, the Contractor shall submit for approval a project timetable that meets the requirements of the specification. All elements of each phase must be included. The timetable may be submitted in the form of a Gantt chart, and critical path elements should be identified by the Contractor. The timetable shall be reviewed and discussed at each meeting.

6.7 Public Safety

The contractor shall be responsible for public safety including pedestrian and vehicular in accordance with Australian 1742.3 and the Disability Discrimination Act. Alternative routes shall be signed for pedestrians around the works. All bunting and flashing bollards shall be installed around the works and maintained until the paths are reopened to the public.

6.8 Excavation

Footpath

The subgrade shall be formed at a required depth below the finished surface levels. Soil foundation shall be excavated neatly from the solid material to coincide with the under surface of the subbase material.

All soft, yielding and other unsuitable material shall be replaced with sound material approved by the Superintendent and the subgrade shall be compacted to provide a minimum relative compaction of 95%.

Nature Strip

Excavation within the tree canopy area should be done in manner not to damage or cut any tree roots. All care must be taken to maintain the vital root system of street trees within the verge and shall be carried out in line with the Australian Standard AS4970.

Back Fill Material at Nature Strip

The back fill material should be an organic soil/loam.

The verge shall be filled to top of kerb and footpath level to avoid debris falling into waterways and other surfaces.

Back Fill

The contractor shall remove all loose rubbish and foreign materials from excavation prior to backfill.

The backfilling shall be uniformly compacted in horizontal layers not exceeding 150mm thickness. All sand and gravel shall be watered and premixed to optimum moisture content and compacted to 95% modified compaction test.

6.9 Setting Plans and Survey

The contractor shall be responsible for setting out the footpaths, roads, nature strip and other associated structure to line and level in accordance with the design outcomes.

6.10 Services, inspections, openings, etc. public utilities

No work is to be commenced before service authorities have been notified.



The contractor must aware of the locations of water and sewer mains, as well as storm water, pipe drains, power, communications and any other authorities mains and services that may be in the vicinity of the site of works.

The contractor shall be responsible for any damage done to any services, private or Council properties, etc. sustained as a result of the works. The Council may repair any Council infrastructure damaged by the contractor and recover the associated costs from the contractor.

6.11 Contract Documents

The contract documents will comprise:

Letter of Acceptance

Contract Agreement

Condition of Contract AS4902 Annexure A

Form of tender

Specification

Location or Indicative drawing (provided by Council)

Relevant IDM Drawings and Design Checklist

Australian Standard/s and VicRoads Specifications

Programme of work submitted by the Contractor

Contractor’s Risk Management Plan

Any further information that was submitted by the Contractor as part of its tender

Any specifications and documentation submitted by the Contractor over the course of the project

6.12 Environmental Management Plan

The successful Tenderer shall include a Quality System covering environmental management incorporating an element to manage the environmental effects of the work. This element shall consist of an environmental management plan that considers, but is not necessary confined to air pollution, water pollution, noise, waste, soil contamination, preservation of habitat and identified historic and archaeological sites.

The plan should be developed with reference to the ‘Environmental Protection Act 1970’ to manage all identified impacts and environmental protection requirements for the works. These procedures shall include inspection and test plans and checklists.

These procedures may include but are not limited to:

Flora and Fauna

Cultural Heritage

Noise Pollution

Community Relations

Soil Management

Vibration

Air quality

Waste management or minimisation

Water pollution



Ground water

Concrete prime and bitumen

Sediment control

Resources (products and materials).

6.13 Temporary Services

The successful Tenderer shall provide all necessary services and facilities during the construction period to the approval of all relevant authorities, including:

Amenities

Water

Electric Power

Sheds

Scaffolding, etc.

The connections, bills or other expenses are managed by the Contractor. The contractor shall provide temporary sanity accommodation on site. The Contractor is responsible to remove all temporary services at the completion of the Contract.

6.14 Site meetings

The successful Tenderer and representatives of the principal shall meet on site at regular intervals to discuss the works and the successful Tenderer shall arrange for the attendance of such sub-contractor or suppliers as may be required.

6.15 Inspections

Where the Contractor requires notice of inspection to be given in respect of any part of the works, that part of the works shall not have further work placed thereon or be covered up or put out of view without the prior approval of the Principal.

The Contractor shall inform the Principal (giving not less than two day’s notice) when the works reach any of the following stages, and should the Principal wish to inspect the work, do so before any further works are carried out, provide the attendance herein after specified:-

Detailed design review

Construction program

o Concreting

o Base, sub-base works

o Proof rolling

o Any tests (strength test, moisture test, density test, etc.)

o Surface preparations

o Any hold points in the specification.

6.16 Variations

Action on variations shall be in accordance with clause 36 – General Conditions of Contract.

Code of practice and VIBA

The Contractor must comply with the Victorian Government Code of Practice for the Building, and Construction Industry, and the Victorian Building Industry Agreement, 1996 (where applicable).



6.17 Tender Submissions

Tenderers are requested to submit their tender in line with the design considerations of this specification. Submissions are submitted into the tender box located at the Yarriambiack Shire Council at 34 Lyle Street, Warracknabeal, Victoria 3393 or through website https://yarriambiack.vic.gov.au/jobs-tenders/tenderlink/.

7. Insurance Requirements

Insurance Type Insurance Amount Required

Specific Insurance Requirements

Public Liability $20 million

Professional Indemnity & Liability

$5 million

Products Liability $5 million

Workers Compensation

Motor Vehicle – Comprehensive

Motor Vehicle – CTP

Works Insurance

8. Project Timelines

Event / Task / Milestone Completion Date

Tender Awarded October 2019

Date for project commencement November 2019

Date for practical completion June 2020





Part 4: Response Schedules

Instructions to Tenderers

Format of Tender

The Tenderer is to complete the response schedules (Part 4) in the fields as indicated and retain the same format as provided by the Council. Tenderers must respond to the requirements in the Specification (Part 3) and Proposed Conditions of Contract (Part 2) in accordance with the Conditions of Tendering (Part 1) of this RFT.

Any attachments, supplementary material, graphics or data should be attached at the end of this document and referenced to the relevant field/section of this template.

Notes Regarding Responding to this RFT

Before responding to the evaluation criteria, Tenderers must note the following:

o All information relevant to your answers to each criterion are to be contained within your Tender;

o Tenderers are to assume that the Evaluation Panel has no previous knowledge of the Tenderers organisation, activities or experience.

o The responses provided form part of the Council’s Tender evaluation assessment and are to be completed by Tenderers.

Tenders that do not satisfy criterion identified as Mandatory Compliance Criteria will be deemed non-compliant and excluded from further participation in the evaluation process.



9. Tender Form 9.1 Tenderer’s Details

Tenderer’s Details

Registered Name: <Enter Text>

Trading Name: <Enter Text>

Date Established: <Enter Text>

Business Type: <Enter Text> Note – if trading as a trust, a copy of the Trust Deed must be attached and provided in the response

ABN: <Enter Text> ACN: <Enter Text>

Registered Office Address: <Enter Text>

Principal office in Victoria (if applicable):

<Enter Text>

Telephone Number: <Enter Text>

General Email Address: <Enter Text> Website Address: <Enter Text>

Key Contact Details:

Contact Person Name: <Enter Text>

Position title: <Enter Text>

Address: <Enter Text>

Telephone Number: <Enter Text> Mobile Phone: <Enter Text>

Email Address: <Enter Text>



9.2 Tenderer’s Declaration

Tenderer’s Declaration

Tenderers are to sign and return this declaration. A digitally signed document or image of the signatures will suffice.

The Tenderer warrants that it has the full set of RFT documents as follows:

Part 1 – Conditions of Tendering

Part 2 – Proposed Conditions of Contract

Part 3 – Specification

Part 4 – Response Schedules

and Addenda

Please list addenda numbers or ‘N/A’ (please delete this note prior to submission)

By signing below, the Tenderer confirms that the information provided in this Tender is true, correct and complete: Signed for and on behalf of the Tenderer:

Tenderer:

Name:

Position:

Address:

Signature of Tenderer’s authorised officer:

Date of signing:



10. Compliance 10.1 Statement of non-compliance, departures or assumptions

The Tenderer is required to submit a conforming Tender in accordance with the RFT.

The Tenderer is required to identify any non-compliances, departures from, or assumptions to the Tender that do not fully meet all of the requirements of the RFT including any addenda issued and any other documents that form part of the RFT.

All such non-compliances, departures and assumptions must be fully documented in the table below.

Compliance with the RFT

This Tender is fully Compliant with all of the requirements of the RFT and the proposed Conditions of Contract.

[ ] Yes

[ ] No

if the answer is ‘No’ the Tenderer must complete the table on Page 43

All non-compliances, departures or assumptions made by the Tenderer, including those related to the proposed Conditions of Contract are listed in the table on page 43

[ ] Yes

[ ] No

Any non-compliances or changes sought to the proposed Conditions of Contract (Part 2) are provided in a marked-up Microsoft word document

[ ] Yes (‘marked-up’ version attached)

[ ] No proposed changes sought


Yarriambiack Shire Council RFT Part 4 – Tender Response Schedules

Table of Non-compliance, departures and/or assumptions

Compliance Item Type

NC=non-compliance

PC=Partial compliance

D=Departure

A=Assumption

Part Clause Description and explanation for Non-compliance/partial compliance departure or assumption

Proposed Variances/amendment (if applicable)

[insert text] e.g. Part 1 [insert text]

[insert text] [insert text]

[insert text] [insert text] [insert text]


[insert text] [insert text] [insert text]


Note to Tenderers – add additional rows as required



10.2 Alternative Tender or Non-Conforming Tenders

The Tenderer is reminded if it wishes to submit an Alternative Tender or Non-Conforming Tender, it must also submit a Conforming Tender and submit a copy of the clearly identified Alternative Tender or Non-Conforming Tender in a marked up form, which identifies all departures from the Conforming Tender. In order to be considered for evaluation, any such Alternative Tender or Non-Conforming Tender must:

5. Fully describe its advantages, disadvantages, limitations and capabilities;

6. Be fully costed;

7. Permit ready comparison of the alternative offer with complying Tenders; and

8. Expressly state where it does not comply with the terms of this RFT,

and cross reference to the appropriate clause number in Part 3 – Specification.

[enter response]

10.3 Financial Capacity Information

Council may request financial information from the Tenderer, which may include (but is not limited to):

i. Financial Statements for last 3 (three) years, such as a balance sheet, profit and loss statement, statement of cash flows, notes to the Financial Statements, Independent Auditors Report (or an Accountant’s Report).

ii. Names and contact numbers of major suppliers and/or major subcontractors.

iii. Details of any additional information that will assist in an understanding of the Financial position



10.4 Current Insurance Certificates

Meeting the Council’s insurance requirements is a mandatory criterion. Please provide detail of insurance coverage as required in the table below against each of the insurance requirements detailed. The levels of cover detailed are the minimum acceptable levels of cover and will be required to be maintained for the term set out in the Conditions of Contract.

Please also submit as an attachment current Certificates of Currency for the Insurances detailed below

Insurance Type Minimum Insurance Amount Required

Specific Insurance Requirements

Name of Insurer

Insured Amount

Policy Number

Policy Expiration Copy of Certificate of Currency Attached? (Y/N)

Council Requirements Tenderers to Complete

Public Liability Minimum cover $20million

Professional Indemnity & Liability

Minimum cover $5million

Products Liability Minimum cover $5million

Workers Compensation

As required by law

Works Insurance

[Insert rows as required]



10.5 Statement of Conflict

Item Statement of Conflict

1 The Tenderer confirms that it has no Conflicts in connection with this RFT and its Tender and has nothing to declare.

[ ] Yes

[ ] No

If ‘No’, the Tenderer is to complete Item 2 below

2 If there is a Conflict in connection with this RFT and the Tenderer’s Tender, the Tenderer has disclosed it below, together with the strategy it has in place to manage it.

[ ] Yes

[ ] No

[enter details of Conflict and strategy to manage it]

10.6 Statement of Threatened or Pending Litigation

Threatened or Pending Litigation

Does the Tenderer have any threatened or pending litigation, claims, or undischarged judgements or orders against it?

[ ] Yes

[ ] No

If the answer is ‘Yes’, the Tenderer must provide a statement, on company letterhead and duly authorised by its legal representative, that provides the particulars of any threatened or pending litigation, claims, or undischarged judgements or orders.

This Statement of Threatened or Pending Litigation must be attached to the Tenderers response to this tender.



10.7 Compliance with legislation, relevant regulations and codes

Compliance with legislation, relevant regulations and codes

Has the Tenderer been in default of any fine issued for a breach of legislation, including OH&S or Environmental legislation, regulations or requirements and/or served with a notice in the last five (5) years?

[ ] Yes

[ ] No

if ‘Yes’ please provide details of the breach in the response area provided below

[provide details of any recent breaches, prosecution or fines]

11. Occupational Health and Safety Management

11.1 OH&S Systems, Policies and Management

OH&S Systems, Policies and Management

Does the Tenderer have a third party accredited OH&S management system?

[ ] Yes

[ ] No

if ‘Yes’, please provide details of the accreditation in the response area provided below and attach a copy of the current certification

If you answered ‘no’ to the above, does the Tenderer have OHS management system?

[ ] Yes

[ ] No

if ‘Yes’, please provide details of the accreditation in the response area provided below

Does the Tenderer have a current OHS Policy? [ ] Yes

[ ] No

Does the Tenderer have OHS training strategy for all employees? [ ] Yes

[ ] No



OH&S Systems, Policies and Management (cont)

Are specific OH&S responsibilities clearly assigned to employees or sub-contractors involved with the planning, supervision and execution of works and services?

[ ] Yes

[ ] No

If ‘Yes’ provide details of your reporting & investigation procedures in the response area below or submit a copy of your Standard Incident Report Form.

Does the Tenderer have a process for OHS hazard identification, assessment, investigation and control?

[ ] Yes

[ ] No

Has the Tenderer identified the risks associated with its routine operations and developed standard operating procedures or safe systems of work to minimize or eliminate those risks?

[ ] Yes

[ ] No

If ‘Yes’ provide/attach a summary listing of procedures or work instructions

[enter additional details of OH&S Systems]



12. Quality Management

Quality Management System

Does the Tenderer have a current certification of its Quality Management System to AS/NZS ISO 9001:2008?

[ ] Yes

[ ] No

If the answer is ‘Yes’, please provide as an attachment, a copy of your current certificate of certification. If ‘no’, please complete the next question

Quality Management Systems

Does the Tenderer have any documented Quality Management System or quality assurance systems implemented?

[ ] Yes

[ ] No

If the answer is ‘Yes’, please provide details in the area provided below.

[enter additional details of Quality Management Systems]



13. Environmental Management 13.1 Environmental Management Systems

Environmental Management

Does the Tenderer have a third party accredited environmental management system?

[ ] Yes

[ ] No

if ‘Yes’, please provide details of the accreditation in the response area provided below and attach a copy of the current certification

Does the Tenderer have environmental management system?

[ ] Yes

[ ] No

if ‘Yes’, please provide details of the accreditation in the response area provided below

Does the Tenderer have a current environmental Policy? [ ] Yes

[ ] No

Does the Tenderer have a process for environmental hazard identification, assessment and control?

[ ] Yes

[ ] No

[provide any additional information on environmental systems here]

13.2 Environmental management objectives and measures

If/when requested, please submit details of:

o environmental management objectives proposed for the work under the Conditions of Contract;

o key environmental management actions proposed for the work under the Conditions of Contract; and

o the persons who will be responsible for managing the actions proposed.



14. Tender Summary 14.1 Overview and History

Provide a brief overview and history of your company (2-3 paragraphs). Include the number of years you have been in business in the current capacity.

[provide overview and history of your company, years in operation, goods/services offered, location etc.]

14.2 Summary of Tender

Please provide an Executive Summary of your Tender in the response space provided below

[enter response]

15. Relevant experience and past performance

15.1 Relevant Experience

Tenderers must provide detailed information to demonstrate the Tenderer’s experience and capability in relation to this RFT.

[enter response]

15.2 Experience and References

Please provide details of 3 previous contracts /similar projects, completed within the last 5 years in the table provided below.

Response - Contract / Project 1

Contract / Project Name <Enter Text>

Client <Enter Text>

Date Completed <Enter Text>

Contract / Project Value <Enter Text>

Project Details <Enter Text>



Referee

Name <Enter Text>

Position <Enter Text>

Organisation <Enter Text>

Phone Number <Enter Text>

Email <Enter Text>

Response - Contract / Project 2


Client <Enter Text>




Referee

Name <Enter Text>




Email <Enter Text>



Contract / Project 3


Client <Enter Text>




Referee

Name <Enter Text>




Email <Enter Text>

16. Capability and Capacity 16.1 Ability to meet requirements

Detail current work related to the requirements detailed in Part 3 – Specification.

[enter response]

16.2 Business structure/Project Team Structure

Provide details of your business structure and the business units relevant to the delivery of the procurement.

Attach a diagram of your business structure/project team structure.

[enter response and cross reference diagram, attaching it at the end of this document]



16.3 Proposed Key Personnel/Account Management

Detail the experience and expertise of each key staff member and their role in the delivery of the procurement.

Provide details of the proposed key personnel in the table below.

Proposed Key Personnel 1

Name <Enter Text>


Proposed Role & Responsibility <Enter Text>

Qualifications / Experience <Enter Text>

Proposed Key Personnel 2

Name <Enter Text>


Proposed Role & Responsibility <Enter Text>

Qualifications / Experience <Enter Text>

Note to Tenderer – Copy and paste table as required to accommodate all Key Personnel

16.4 Subcontractors and Consultants

Provide details of external resources (sub-contractors and or consultants) to be engaged in connection with the provision of the procurement.

Name and Address of Subcontractor /Consultant

Description of Goods/Services to be subcontracted

Relationship/Period working in this capacity

(in years)

What % of work does the subcontractor /consultant complete? (%)

Confirmation of satisfactory qualifications, experience, OHS and Environmental performance

<Enter Text> <Enter Text> <Enter Text> % <Enter Text>

<Enter Text> <Enter Text> <Enter Text> <Enter Text>





16.5 Proposed Subcontractor / Consultant Management Methodology

Please provide detail of your methodology to manage the proposed subcontractors / consultant in the response space provided below.

[enter response]

17. Delivery Methodology and Project / Implementation Plan

17.1 Methodology Provide details of the methodology proposed to be used in the provision of the Goods and/or Services. Detail timelines, methodology, delivery method, resources etc.

[enter response]

17.2 Project/Implementation Plan

Submit a program in MS Project or in the form of a bar chart or network diagram detailing key milestones and dates to satisfy the contract / project over its complete term.

The program is to be attached to the Tender response.

[enter reference to attachment]

18. Performance Management

18.1 Performance Benchmarking/Key performance Indicators Provide details of how you would propose that your performance be monitored (whether by yourself and / or by the Council), and what internal measures and benchmarks are in place?

[enter response]

18.2 Risk Management

Provide a Risk Management Plan to identify risk areas, processes; activities etc. to ensure policies, systems, practices are in place as to manage risks associated with the Goods and/or Services.

The Risk Management Plan is to be attached to the Tender response.

Provide details of your project delivery risk management strategies and practices that would be applicable in the context of this procurement.

[enter response]



18.3 Customer Service Plan Provide details of the Customer Service Plan you intend to implement for the provision of this procurement. Include methodology, timing of feedback, complaints procedures and scope of reports.

[enter response]

19. Local Content Provide details of any local suppliers and or products you intended to utilise in the provision of the Goods.

[enter response]

20. Schedule of Prices For the contract price, prices shall be on a fixed lump sum basis, and the Contractor affirms that all specific requirements of the contract, as outlined in this RFT, are accounted for in the total Contract Sum amount, whether or not all such requirements are expressed within the price schedule.

The Tenderer shall complete the price schedule as listed in Schedule 1 (or own modification ensuring all works items are included).



FORM OF TENDER FOR CONTRACT (LUMP SUM)

Contract No.: C252/2019

Brief description of the work under the Contract: Design and Construction of Kerb, Channel and Footpath in Werrigar Street, Warracknabeal.

I/We the undersigned do hereby tender to undertake carry out and complete the work under the Contract for the total Contract Sum of:

...........................................................................................................................................................................

................................................................................................................. ($ ................................................ )

which sum is inclusive of any amounts for provisional sums or provisional quantities in Schedule 1 and exclusive of GST and to otherwise comply with the Contract and bring the Works to practical completion within the period or by the date specified in the Annexure to the General Conditions of Contract.

I/We hereby release the Yarriambiack Shire Council and the Yarriambiack Shire Council’s Agents from any claim in relation to or connected with the Conditions of Tendering, the Tender Information, the issuing of the Request for Tender, the consideration of the Tenders or the awarding of the Contract (including any claim by reason of any negligence, default or lack of care).

I/We submit this Tender in accordance with the Conditions of Tendering and hereby give the Tender Warranties attached hereto, which will be included in the Contract. I/We agree to be bound by the Conditions of Tendering in exchange for the Yarriambiack Shire Council investigating and considering this Tender with others received by the Yarriambiack Shire Council.

Company Name: (full name) Australian Company Number (ACN):

Business or Trading Name: (if applicable) Australian Business Number (ABN):

Business Address: (not a P O Box address)

Postcode:

Postal Address: (if different from above)

Postcode:

Company Contact Information:

Tel. No. ( ) Fax No. ( )



DECLARATION: Name, position and contact details of person submitting Tender for and on behalf and with the authority of the Tenderer:

Signed: .................................................................................................. Date: ...........................................................

Print Name: Mr / Mrs / Ms ................................................................................................................................................

Position: .............................................................................................................................................................................

Tel. No.

( ......... ) ................................ Fax No.

( .......... ) ....................................... Mob. No.

.......................................

Witness Signature: .............................................................................................................................................................

Print Witness Name: ..........................................................................................................................................................



Schedule 1 Schedule of Prices

Contract No: C252/2019 Name of Tenderer: …………………………………………………………………………………………………………………………………. Signed: ……………………………………………………………………………………………………………………………

Item Description of Work Quantity Unit Rate Amount

1 Design

1.1 Survey 1 Item

1.2 Preliminary Design 1 Item

1.3 Final Design 1 Item

Sub-total for item 1

2 Site Establishment

2.1 Site establishment 1 Item

2.2 Identification and location of all services 1 Item

2.3 Job set-out 1 Item


3 Traffic Management

3.1 Road/path closure and or diversion 1 Item

3.2 Provision for traffic and securing of the work site

1 Item


4 Demolition

4.1 Demolition and disposal of existing structures at local landfill

1 Item


5 Construction

5.1 Excavate for, supply and install B2 kerb as per SD100, SD110, SD120, SD130, SD140 and SD145 including specified concrete (N25)

m2



Item Description of Work Quantity Unit Rate Amount

5.2 Supply and connect stormwater adaptors, entry pits/side entry pits (600 x 900, or as required) into existing underground stormwater pipe.

Item

5.3 Supply and construct laybacks in driveways where required, SD235, SD240

Item

5.4 Road pavement work along the parking areas as per design, Class 2 FCR 150mm depth or as required

m2

5.5 Double/double seal 14/7mm standard C170 binder or as recommended by sealing contractors

m2

5.6 Line marking for parking bay provisions along entire length of job

m2

5.7 Reinstate nature strip where required with approved topsoil and seed mix to marry in existing surfaces to new footpath levels.

m2

5.8 Excavate, install boxing, place bedding, fit reinforcement, supply and place 125mm thick 25MPa concrete footpath as specified, including tooled and expansion joints where required.

(Note: Footpath width is 1.5 m wide)

m2


6 Provisional sum items

6.1 Other unspecified works 1 Lump sum

10,000 10,000


TOTAL TENDERED PRICE (EXCLUDING GST)

Note: This amount shall be shown on the form of tender for contract



21. Table of Attachments Attachment No. Attachment Title

1 IDM Standard Drawings & Design Checklist

2 Site Location

3 Layout of Existing and Proposed Kerb

300

200

150

150

40 110

B1

300 40 110

150

300

450

150

40

300 40 110

450

SM1

190 110

125

275

300

R15

SM2

600

275

125

300 190 110

SM2-M (MODIFIED)

600

235

85

50250

SM3

600

275

125

300 190 110

M1

300

175 25

0

5025

M2

300 300

150

40

600

50

200

M3

300 300

600

50

200

EDGE STRIP

150 TO 300

25R

25R

B2 B3

25R

25R

25R

25R

140

10

150

300

225R

150

25R

150

40R15225R

R15

R15

R15 R15

75R

150

40

R15

140

10

R10

140

10

200

SD 100

NOT TO SCALE

LAST UPDATED 20/03/2015

TYPICAL KERB PROFILES 'B' TYPE,

'SM' TYPE & 'M' TYPE

NOTES:

1. REFER TO AS. 2876-2000 CONCRETE KERBS AND CHANNELS FORSPECIFIC REQUIREMENTS.

2. REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 3: GEOMETRIC DESIGNFOR THE RECOMMENDED USE OF KERBS AND CHANNELS.

3. CONCRETE SHALL BE NORMAL CLASS N25 STANDARD STRENGTH GRADECOMPLYING WITH THE REQUIREMENTS OF AS. 1379. REFER TO VICROADSSTANDARD SPECIFICATION 703 FOR REQUIREMENTS OF CONCRETE TO BE USEDIN EXTRUSION MACHINES.

4. BEDDING TO BE COMPACTED CLASS 3 F.C.R. SUPPLIED BY THE CONTRACTORUNLESS OTHERWISE DIRECTED. ( REFER SD110 )

5. INCREASE OVERALL KERB PROFILE (DEPTH OF CONCRETE):a) 80mm FOR COMMERCIAL PROPERTIESb) 80mm WITH L8TM TRENCH MESH FOR INDUSTRIAL PROPERTIES (MESH TOHAVE 40mm COVER)

6. CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB.7. CONCRETE SPONGE FINISHED ON LAYBACK.8. CONSTRUCTION JOINTS LOCATED - 2500mm MAXIMUM SPACING

- 75mm MINIMUM DEPTH9. ELIMINATE 25mm BULLNOSE ON ALL POSITIVE FALL PEDESTRIAN CROSSINGS.10. WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB MINIMUM.11. MINIMUM CONCRETE STRENGTH TO BE 25 MPA.12. LINE OF KERB IS USED TO DETERMINE CARRIAGEWAY WIDTHS.

25x25mmCHAMFER

SHARPTRANSITION

SHARPTRANSITION

25x25mmCHAMFER

25x25mmCHAMFER

25x25mmCHAMFER

25x25mmCHAMFER 25x25mm

CHAMFER

25x25mmCHAMFER

25x25mmCHAMFER

LINE OF KERB

25x25mmCHAMFER

LINE OF KERBLINE OF KERB

LINE OF KERB LINE OF KERB LINE OF KERBLINE OF KERB

LINE OF KERBLINE OF KERBLINE OF KERBLINE OF KERB

SD 100

NOT TO SCALE


TYPICAL KERB PROFILES 'B' TYPE,

'SM' TYPE & 'M' TYPE

ALL MEASUREMENTS IN MILLIMETRES

Infrastructure Design Manual Standard Drawings

A copy of the Infrastructure Design

Manual can be viewed on the

Design Manual website

www.designmanual.com.au

Local GovernmentInfrastructure Design Association

hpollard

Typewritten Text

Attachment 1

380

200

230

150

40 110

B1 (INDUSTRIAL)

300 40 110

150

380

45023

0

40

300 40 110

450

300

255 33

0

5025

300 300

230

40

600

50

280

300 300

600

50

280

300

25R

25R

B2 (INDUSTRIAL) B3 (INDUSTRIAL)

25R

25R

25R

25R

220

10

150

380

R15

R15 R15

R10

220

10

280

SD 105

NOT TO SCALE


TYPICAL INDUSTRIAL KERB PROFILES

'B' TYPE & 'M' TYPE

NOTES:

1. REFER TO AS. 2876-2000 CONCRETE KERBS AND CHANNELS FORSPECIFIC REQUIREMENTS.

2. REFER TO AUSTROADS GUIDE TO ROAD DESIGN PART 3: GEOMETRIC DESIGNFOR THE RECOMMENDED USE OF KERBS AND CHANNELS.

3. CONCRETE SHALL BE NORMAL CLASS N25 STANDARD STRENGTH GRADECOMPLYING WITH THE REQUIREMENTS OF AS. 1379. REFER TO VICROADSSTANDARD SPECIFICATION 703 FOR REQUIREMENTS OF CONCRETE TO BE USEDIN EXTRUSION MACHINES.

4. BEDDING TO BE COMPACTED CLASS 3 F.C.R. SUPPLIED BY THE CONTRACTORUNLESS OTHERWISE DIRECTED. ( REFER SD110 )

5. INCREASE OVERALL KERB PROFILE (DEPTH OF CONCRETE):a) 80mm FOR COMMERCIAL PROPERTIESb) 80mm WITH L8TM TRENCH MESH FOR INDUSTRIAL PROPERTIES (MESH TOHAVE 40mm COVER)

6. CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB.7. CONCRETE SPONGE FINISHED ON LAYBACK.8. CONSTRUCTION JOINTS LOCATED - 2500mm MAXIMUM SPACING

- 75mm MINIMUM DEPTH9. ELIMINATE 25mm BULLNOSE ON ALL POSITIVE FALL PEDESTRIAN CROSSINGS.10. WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB MINIMUM.11. MINIMUM CONCRETE STRENGTH TO BE 25 MPA.12. LINE OF KERB IS USED TO DETERMINE CARRIAGEWAY WIDTHS.

EDGE STRIP (INDUSTRIAL) M1 (INDUSTRIAL)

M2 (INDUSTRIAL) M3 (INDUSTRIAL)

1200 150

90

320

300 150 750

230

40

10

TYPICAL INDUSTRIAL KERB LAYBACK

50

50 75 75 75 75

75 7550

50

50

50

100mm MIN COMPACTED DEPTH"CLASS 3" 20mm FCR BEDDINGTO 97% MMDD

N12 BARS @ 150mm CENTRESOR EQUIVALENT FOR FULLLENGTH OF LAYBACK

APPROVEDSUBGRADE

SHARPTRANSITION

25x25mmCHAMFER


CHAMFER


CHAMFER

25x25mmCHAMFER (Typ.)

15x15mmCHAMFER

25x25mmCHAMFER

LINE OF KERBLINE OF KERBLINE OF KERBLINE OF KERBLINE OF KERB

LINE OF KERB LINE OF KERBLINE OF KERB

SHARPTRANSITION

ALL SET OUT TAKEN TO BACK OFKERB UNLESS OTHERWISE SPECIFIED

'B' KERB(INDUSTRIAL)

BEYONDREFER PLANS

FOR PAVEMENTLEVELS

N12 BARS @ 150mmCENTRES OR EQUIVALENT




SD 105

NOT TO SCALE


TYPICAL INDUSTRIAL KERB PROFILES

'B' TYPE & 'M' TYPE








TYPICAL KERB BEDDING DETAIL

SD 110

SCALE 1:10


TYPICAL KERB BEDDING

150

NOTES:

1. BEDDING TO BE COMPACTED CLASS 3 F.C.R. SUPPLIED BY THE CONTRACTORUNLESS OTHERWISE DIRECTED

KERB BEDDING TOEXTEND PAST B.O.K.

100mm MIN COMPACTED DEPTH"CLASS 3" 20mm FCR BEDDINGTO 97% MMDD OR EXTENSIONOF ROAD PAVEMENT LAYERS,

WHICH EVER IS GREATER.

APPROVEDSUBGRADE

LINE OF KERB









LAYBACK FOR 'B2' & 'B3' KERBING

SD 120

TYPICAL SECTION

1200 150

9024

0

SCALE 1:10


300 150 750

25R10R

150

40

NOTES:

1. REFER TO AS. 2876-2000 CONCRETE KERBS AND CHANNELS FOR SPECIFIC REQUIREMENTS2. BEDDING TO BE COMPACTED CLASS 3 F.C.R. SUPPLIED BY THE CONTRACTOR UNLESS

OTHERWISE DIRECTED3. INCREASE DEPTH OF CONCRETE

a) 80mm FOR COMMERCIAL PROPERTIESb) 80mm WITH SL72 MESH FOR INDUSTRIAL PROPERTIES (MESH TO HAVE 40mm COVER)

4. CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB5. CONCRETE SPONGE FINISHED ON LAYBACK6. CONSTRUCTION JOINTS LOCATED - 2500mm MAXIMUM SPACING

- 75mm MINIMUM DEPTH7. ELIMINATE 25mm BULLNOSE ON ALL POSITIVE FALL PEDESTRIAN CROSSINGS8. WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB.9. FOR TYPICAL INDUSTRIAL KERB LAYBACK SEE DRAWING SD105.

10

LINE OF KERB



25x25mmCHAMFER

15x15mmCHAMFER

REFER PLANSFOR PAVEMENTLEVELS

APPROVEDSUBGRADE

'B' KERB BEYOND








SD 130

KERB & CHANNEL INSTALLATION ABUTTING

EXISTING PAVEMENT

600 MIN

TYPICAL SECTIONSA

WCU

T LIN

E

SCALE 1:10


NOTES:

1. REFER TO CONCRETE AS. 2876-2000 CONCRETE KERBS AND CHANNELS2. BEDDING TO BE COMPACTED CLASS 3 F.C.R. SUPPLIED BY THE CONTRACTOR UNLESS

OTHERWISE DIRECTED3. CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB4. CONSTRUCTION JOINTS LOCATED - 2500mm MAXIMUM SPACING

- 75mm MINIMUM DEPTH5. ELIMINATE 25mm BULLNOSE ON ALL POSITIVE FALL PEDESTRIAN CROSSINGS6. WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB.

300 MIN

KEY

FOR

ASPH

ALT

30mm COMPACTED DEPTH TYPE N10mm NOM. SIZE ASPHALT U.N.O.

NEW PAVEMENT COMPRISING OF:CLASS 2 FCR COMPACTED TO MIN 98%,DEPTH TO BE MIN 250mm OR MATCHTO EXISTING PAVEMENT

LINE OF KERB

NEW KERB PROFILEMATCH EXISTINGINVERTS.

MINIMUM SEAL OVERLAP

EXISTING SUBGRADE

100mm MIN COMPACTED DEPTH"CLASS 3" 20mm FCR BEDDINGTO 97% MMDD OR EXTENSIONOF ROAD PAVEMENT LAYERS,

WHICH EVER IS GREATER.

EXISTINGPAVEMENT








B2 KERB ADAPTOR

B2 KERB WITH HEAVYDUTY KERB ADAPTOR

SECTIONAL VIEW

SM2 KERB ADAPTOR

SD 140

SCALE 1:10


HEAVY DUTY KERB ADAPTORS FOR

'B2' AND 'SM2' KERBS

SM2 KERB WITH HEAVYDUTY KERB ADAPTOR

SECTIONAL VIEW

NOTES:

ALL KERB ADAPTORS ARE TO BE AN APPROVEDPROPRIETARY PRODUCT CONSTRUCTED FROM EITHERHEAVY DUTY UPVC OR HOT DIPPED GALVANIZED MILDSTEEL. KERB IS TO BE NEATLY SAW CUT & KERBADAPTOR EPOXIED INTO POSITION. B2 KERB ADAPTORNOW AVAILABLE IN GAL. STEEL

SM2 KERB ADAPTOR

EXISTING SM2 KERBPROFILE

INSERT 100mm DIAKERB ADAPTOR

EXISTING SM2 KERBPROFILE

B2 KERB ADAPTORINSERT 100mm DIAKERB ADAPTOR








SUBSOIL DRAINAGE

SD 145

100mm DEPTH LOAM

50

TYPICAL SECTION

NOTES:

1. THE DRAINS SHALL BE LAID ON A GRADE PARALLEL TO THE FINISHED SURFACE.2. FOR FLUSHOUT RISER DETAILS REFER TO STANDARD DRAWINGS SD530 & SD535.3. WHERE THE SUBGRADE IS CLASSIFIED AS BEING EXPANSIVE, SUBSURFACE PAVEMENT DRAINS SHALL BE DESIGNED TO BE CONTAINED WHOLLY WITHIN THE CAPPING LAYER. IN ADDITION, NO PART OF THE SUBSURFACE DRAINAGE TRENCH SHALL BE LOCATED WITHIN 150 MM OF THE UNDERLYING SUBGRADE. IF NECESSARY, THE CAPPING LAYER MAY HAVE TO BE THICKENED TO SATISFY THIS REQUIREMENT.

300

300

(OPTIONAL LOCATION)

NOT TO SCALE


300

150

LINE OF KERB

APPROVED 14mmAGGREGATE

APPROVED 100 CLASS 400 SLOTTED/PERFORATEDSUBSOIL DRAIN WITH GEOTEXTILE SOCK SURROUND

IN HIGHLY EXPANSIVE CLAY H.D.POLYETHYLENEMOISTURE BARRIER SHEETING IS TO EXTENDUNDER THE KERB & LINE THE SUBSOIL TRENCH& GEOTEXTILE FABRIC IN OTHER SITUATIONS








1500

50 - NEW AREAS300 - EXIST. AREAS

SD 200

PEDESTRIAN CROSSING

T.P.

WEAKENED PLANE JOINTS

STREET / BUILD

ING ALIGNMENT

NATU

RE S

TRIP

NATURE STR

IPNATURE STRIP

RADIUS VARIES T.P.

EJ

EJEJ EJ

150050 - NEW AREAS

300 - EXIST. AREAS

1500 MIN

750

750

1500

NOTES:

LEGEND:

EXPANSION JOINT


EJ

1500

7501500750150 FOR 'B' TYPE300 FOR 'SM' TYPE

150 - 'B' TYPE300 - 'SM' TYPE

TYPICAL ARRANGEMENT PLAN

SCALE 1:10


RADI

US V

ARIE

S

SECTION A-ANOT TO SCALE

1500 MAX

A A

600

1. LOCATION OF CROSSINGS TO BE CASE BY CASE & TO BEAPPROVED BY COUNCIL.

2. CROSSING GENERALLY TO BE LOCATED AT TANGENT POINTS.3. CONCRETE TO BE SMOOTH TROWELLED FINISH ON TRAY.4. CONCRETE TO BE FINE SOFT HAIR BROOM FINISH ON LAYBACK.5. MINIMUM CONCRETE STRENGTH TO BE 25 MPA.6. BEDDING TO BE COMPACTED CLASS 3 (OR BETTER) F.C.R.

SUPPLIED BY THE CONTRACTOR UNLESS OTHERWISE DIRECTED7. IF SPLAY IS NOT REQUIRED FOOTPATH IS TO CONTINUE

THROUGH TO LAYBACKS.8. TGI'S (TILES), WHERE REQUIRED, ARE TO BE TO BE INSTALLED

TO AS1428.49. WHERE ANY NEW CONCRETE ABUTS EXISTING CONCRETE

INSTALL R16Ø DOWELS IN 125mm THICK CONCRETE OR R10ØDOWELS IN 75mm THICK CONCRETE DOWELS @ MAX 600 CTS

10. REFER SD 205, SD270 FOR FURTHER FOOTPATH DETAILS

50mm COMPACTED DEPTHOF CLASS 3, 20mm NOM. SIZEFINE CRUSHED ROCK.

LAYBACK THICKNESS 150mm

FOOTPATH PRAM CROSSING (KERB RAMP)

1 IN 8 MAX

NOTE:LANDING ZONE TO BE A MIN.

1.5m IN THE DIRECTION OF

TRAVEL AT 2% MAX GRADE.

1500 LANDING

2% CROSSFALL








SECTION B-B

SL72 MESH SLABREINFORCEMENT CENTRAL

TYPICAL FOOTPATH DETAIL

SD 205

NOT TO SCALE


LEGEND:

EXPANSION JOINT( REFER SD210 )

WEAKENED PLANE JOINTS@ 1200mm CRS.

TYPICAL 125mm & 150mm FOOTPATH SECTION

PLAN

B

B

50 - NEW AREAS300 - EXIST. AREAS

BOUNDARY LINE

1200W

PJ

WPJ

WPJ

WPJ EJ WPJ

NOTES:

1. 'D' = DEPTH OF CONCRETE FOOTPATHTYPICAL RESIDENTIAL 'D'= 125mm THICK (25 MPa)TYPICAL INDUSTRIAL / COMMERCIAL 'D' = 150mm (32MPa)

2. WEAKENED PLANE JOINTS TO BE MADE WITH T-IRON(OR CONCRETE SAW WITHIN 24 Hrs OF POUR).

3. REFER TO IDM CLAUSE 13.3 FOR ADDITIONALREQUIREMENTS

225

C

C

DISHED CHANNEL

225

FALL FALL25

SECTION C-C(ONLY TO BE USED WITH COUNCIL APPROVAL)

1 IN 40 CROSSFALL

WPJ

EJ

D

A A

SECTION A-ATYPICAL 125mm & 150mm FOOTPATH SECTION

BOUNDARY LINE50

NATURE STRIP

75

75

NATURE STRIP

D

(250

0mm

SHAR

ED P

ATH)

1500mm (2500mm SHARED PATH)

WPJ

WPJ

WPJ

WPJ

SL72 MESH PLACED CENTRALLYTHROUGHOUT 25 MPA (MIN) CONCRETEPAVING USING BAR CHAIRS.

225mm DISHED CHANNEL TO BECONSTRUCTED IN VERGE

REVERSE FALL SITUATIONSWHERE APPROVED BY COUNCIL.

(REFER SD210)

1500

mm

SL72 MESH SLAB REINFORCEMENT CENTRAL

100mm THICK LAYER OF CLASS 3 FCRBEDDING COMPACTED TO 97% MODIFIED

(REFER SD210))

100mm THICK LAYER OF CLASS 3 FCRBEDDING COMPACTED TO 97% MODIFIED








TYPICAL HOT MIX

ASPHALT FOOTPATH

SD 206

NOT TO SCALE


TYPICAL 130mm ASPHALT PATH WITH TIMBER EDGE SECTION

NOTES:

1. 'D' = DEPTH OF ASPHALT FOOTPATHTYPICAL ASPHALT FOOTPATH DEPTH 'D'= 130mmVARIED 'D' MAY OCCUR DEPENDANT ON CBE TYPE

1 IN 40 CROSSFALL

D


100mm THICK LAYER OF CLASS 2 FCBEDDING COMPACTED TO 90% MODIFIED

30mm COMPACTED DEPTHTYPE 'L' ASPHALT (SIZE 7mm)

NATURALSURFACE

50

BOUN

DARY

LINE

350x50x50mm STAKES AT1750mm CENTRES MAX.

100x15mm TMBER EDGENAIL FIXED TO STAKES

75x15mm JOINERTIMBER GALVANISEDNAIL FIXED TO TIMBER

500


30mm ASPHALT SURFACE

75x15x100mm JOINERTMBER FOR SECURING100x15mm EDGE TIMBERS.

50

50

350x50x50mm STAKES AT1750mm CENTRES MAX.

TYPICAL 130mm ASPHALT PATH WITH TIMBER EDGE PLAN








TYPICAL FOOTPATH JOINTS

SD 210

75mm FOOTPATH EXPANSION JOINT - SECTION

125

50

75

500 500

25

12

125mm & 150mm FOOTPATH EXPANSION JOINT - SECTION

25

12

D

(EXISTING DEVELOPED AREAS ONLY)

NOT TO SCALE


* 'D' DENOTES DEPTH OF FOOTPATH

NOTES:

1. 'D' = DEPTH OF CONCRETE FOOTPATHTYPICAL RESIDENTIAL 'D'= 125mm THICK (25 MPa)TYPICAL INDUSTRIAL / COMMERCIAL 'D' = 150mm (32MPa)

2. APPROVED PROPRIETARY JOINTS CAN BE USED WITH COUNCILAPPROVAL.

R16 x 800mm LONG DOWELBAR AT 300 CTS MAX

APPROVED 12mm WIDE BITUMINOUS JOINTING STRIP ORAPPROVED PROPRIETARY EXPANSION JOINT FOR FULL WIDTH

& DEPTH OF PATH BETWEEN POURS. MAX SPACING 15m

SL72 MESH SLAB REINFORCEMENT

R16 for 125mm,R20 for 150mm x 800mmLONG DOWEL BAR AT 300 CTS MAX

SL72 MESH SLAB REINFORCEMENT

APPROVED BOND BREAKING AGENT APPLIEDTO DOWEL EXTEND 25mm BEYOND JOINT

PVC SLIP CAP TOSUIT DOWEL BAR

APPROVED 12mm WIDE BITUMINOUS JOINTING STRIP ORAPPROVED PROPRIETARY EXPANSION JOINT FOR FULL WIDTH

& DEPTH OF PATH BETWEEN POURS. MAX SPACING 15m

APPROVED BOND BREAKING AGENT APPLIEDTO DOWEL EXTEND 25mm BEYOND JOINT

PVC SLIP CAP TOSUIT DOWEL BAR








TYPICAL SECTIONSCALE 1:10

10010

75

10

D+50

300

D

DETAIL

1-

REINFORCED CONCRETE PAVEMENT

ISOLATION JOINT

SD 220

SCALE 1:10


1-SCALE 1:5

* 'D' DENOTES DEPTH OF PAVEMENT

PIT / ACCESS HOLE AT EDGE (PLAN)W

PJ

IJIJ

WPJ

WPJ

PIT / ACCESS HOLE NOT AT EDGE (PLAN)

IJ

IJ WPJ

WPJ

WPJ

WPJ

LEGEND:

ISOLATION JOINT

TOOLED JOINTS

IJ

IJ

WPJ

WPJ

WPJ

WPJ

WPJ

10mm THICK BITUMENIMPREGNATED FIBREBOARD OR AN

APPROVED EQUIVALENT FILLER

SLAB EDGE THICKENING

EXISTING STRUCTURE / SLABSLAB REINFORCEMENT

TOP 10mm TO BE FILLED WITH APPROVED POURINGGRADE SEALANT TO MANUFACTURER'S SPECIFICATIONS

10mm THICK BITUMEN IMPREGNATED FIBREBOARDOR AN APPROVED EQUIVALENT FILLER








TYPICAL FUTURE CONSTRUCTION JOINT

75

400

D/2

D

REINFORCED CONCRETE PAVEMENT

TYPICAL JOINT DETAILS

SD 225

SCALE 1:10


TYPICAL SAWN WEAKENED PLANE JOINT

D

* 'D' DENOTES DEPTH OF FOOTPATH

5 x 40mm DEEP SAW CUT TO BE CUTWITHIN 24 HOURS OF BEING POURED

INDUCED CRACK

VERTICAL FACE TO BE FORMEDWITH AN APPROVED METHOD

CONTINUOUS SLAB REINFORCEMENT

SLAB REINFORCEMENT

N16 for 125mm, N20 for 150mm x 800mm LONGREINFORCEMENT BAR AT 300 CTS TO BEBENT DOWN TO GROUND LEVEL FORSAFETY AFTER CONSTRUCTION OF JOINTFUTURE SLAB








PLAN

3000

VARI

ES

750

750 4000 (MIN) - 6600 (MAX) 750

500

RETROFIT RESIDENTIAL VEHICLE

CROSSING DETAIL

SD 235

PROPERTY LINE

EXIST. FOOTPATH

(Max 6600)

KERB & CHANNEL

WPJ

TJ

EJ EJNATURE STRIP

LEGEND:

EXPANSION JOINT


NOTES:

1. CROSS REFERENCES:INDUSTRIAL CROSSINGS - SD250RURAL CROSSINGS - SD255 / SD260IDM - SECTION 12.9.1.

2. THIS DRAWING DETAILS DIMENSIONS FOR STANDARD RESIDENTIAL CROSSINGS ONLY.3. CROSSING WIDTHS EXCEEDING THE MAXIMUM ALLOWABLE WILL REQUIRE APPLICATION FOR SPECIAL CONSIDERATION.4. JOINTS AND DOWEL BARS ARE REQUIRED ON EITHER SIDE OF THE CROSSING AT THE INTERFACE WITH THE FOOTPATH. PROVISION SHALL BE

MADE IN EXISTING CONCRETE SECTIONS BY DRILLING HOLES TO A MINIMUM DEPTH OF 150mm AND INSERTING R10 DOWEL BARS.5. AN APPROVED JOINT FILLER SHALL BE PLACED ON EITHER SIDE OF THE CROSSING AGAINST FOOTPATH SLABS. DOWEL BARS ARE TO HAVE AN

APPROVED BOND BREAKER APPLIED TO THE END OF THE BAR INSERTED INTO THE EXISTING CONCRETE FOOTPATH SECTIONS REFER SD220.6. ADDITIONAL WEAKENED PLANE JOINTS REQUIRED IF DISTANCE FROM BACK OF KERB TO FOOTPATH IS GREATER THAN 3000 AND SHALL BE

PLACED AT THE MIDPOINT OF THE DISTANCE.7. THE MAXIMUM NUMBER OF CROSSINGS, WHERE ANY CROSSING EXCEEDS 3.5 METRES WIDTH, SHALL BE ONE (1) CROSSING WITH THE

MAXIMUM WIDTH OF THAT CROSSING TO BE 6.0 METRES. CROSSINGS TO ADJACENT PROPERTIES SHALL BE EITHER FULLY COMBINED, AND OFMAXIMUM WIDTH OF 6.0 METRES, OR ELSE HAVE A MINIMUM SEPARATION AS APPROVED BY COUNCIL.

8. FOOTPATHS OF 75mm THICKNESS ARE ACCEPTABLE ONLY WHERE THE LOTS ARE DEVELOPED ALREADY AND THE RISK OF SITECONSTRUCTION DAMAGE IS NEGLIGIBLE. WHERE GREENFIELD SITES AND FUTURE HOUSING IS STILL TO BE DONE, THEN THE DEPTH OF THEFOOTPATH SHALL BE 125mm THROUGHOUT.

EXIST. FOOTPATH

MATC

H EX

IST

NOT TO SCALE


A

A

LAYBACK

CROSS SECTION A-A

FOOTPATH

40mm CROSSFALLACROSS FOOTPATH

KERB & CHANNEL

750mm LAYBACK

LIP OF KERB

BACK OF KERB

TRANSITION FROM EXISTING 75mmTHICK TO 125mm THICK OVER 500mm.

R16Ø DOWEL BARS 800mm LONGAT 600 CTS MAX

DOWEL BARS TO BEUSED WHEN NEWLAYBACK FORMED

125mm THICK 25 MPA CONCRETE, SL72 MESH REINFORCEMENTCENTRALLY PLACED ON BAR CHAIRS (DESIRABLE GRADE 1 IN 15,ABSOLUTE MAX 1 IN 10 REFER CLAUSE 12.9.1)WEAKENED

PLANE JOINT

IF REVERSE FALL IS REQUIREDDESIGN OF VEHICLE CROSSING

TO BE ON A SITE SPECIFIC BASIS.

100mm MIN COMPACTED DEPTH"CLASS 3" 20mm FCR BEDDING

TO 97% MMDD

R16Ø DOWEL BAR 800mmLONG EITHER SIDE

125 THICK 25 MPA CONCRETESL72 MESH CENTRAL

BEDDING TO EXTEND 125mmBEYOND EDGE OF DRIVEWAY

NATURE STRIP

500








NEW RESIDENTIAL SINGLE VEHICLE

CROSSING DETAIL

SD 240

3000 MIN

1500

mm

750

FOOT

PATH

INFI

LL S

ECTI

ONVA

RIES

LAYBACK

WHERE ANY NEW CONCRETE ABUTS EXISTINGCONCRETE INSTALL R16Ø DOWELS IN 125mmTHICK CONCRETE OR R10Ø DOWELS IN 75mmTHICK CONCRETE DOWELS @ MAX 600 CTS

EXTENT OF KERB & CHANNEL TO REMOVEANY DAMAGE TO ROAD SEAL TO BE REINSTATED

BY CONTRACTOR TO COUNCILS APPROVAL

NOTE:

1. FOR GRADES STEEPER THAN 1 IN 15 REFER CLAUSE 12.9.1.LAYBACK & CROSSOVER, TO BE CONSTRUCTED IN PLAIN CONCRETE ONLY (NO COLOURED CONCRETE BEYOND PROPERTY BOUNDARY)

2. T.O.K. DENOTES TOP OF KERB3. FOR STEEP TERRAIN CONTACT THE COUNCIL FOR GUIDANCE.

PROPERTY / BUILDING LINE


LEGEND:

EXPANSION JOINT


EJ

A

A

NOT TO SCALE

(Max 6600) *

500

EJ

500

EJ750 750 LIP OF KERB

1500mm

125

SECTION A-A (REVERSE FALL)

225


(ONLY TO BE USED WITH COUNCIL APPROVAL)

1500mm

125

SECTION A-A (STANDARD)


750mm LAYBACK

750mm LAYBACK

BACK OF KERB

50

BOUN

DARY

LINE

50

BOUN

DARY

LINE

25mm DISHED CHANNEL (FOR IDEALSITUATION, CAN BE MODIFIED TO SUITLOCAL CONDITIONS WITH APPROVAL)

25 MPA CONCRETE (DESIRABLE GRADE 1 IN 15,ABSOLUTE MAX 1 IN 10 REFER CLAUSE 12.9.1)



PLACE SL72 MESH CENTRAL TO25 MPA CONCRETE PAVINGUSING BAR CHAIRS.

EXISTING ROADPAVEMENT

MATCH INTOEXISTING TOK



R16Ø DOWEL BARS 800mmLONG AT 600 CTS MAX

EXISTING 75mm FOOTPATH TO BE REMOVEDAND REPLACED WITH 125mm THICK SL72

REINFORCED 25 MPA CONCRETE *NOTETHIS MAY BE INCREASED UPONAPPROVAL FROM COUNCIL

BEDDING TO EXTEND 125mmBEYOND EDGE OF DRIVEWAY










SD 245


NOT TO SCALE

7200 MAX

EXTENT OF KERB & CHANNEL TO REMOVE.ANY DAMAGE TO ROAD SEAL TO BE REINSTATED

BY CONTRACTOR TO COUNCIL'S APPROVAL.

WHERE ANY NEW CONCRETE ABUTS EXISTINGCONCRETE INSTALL R16Ø DOWELS IN 125mmTHICK CONCRETE OR R10Ø DOWELS IN 75mmTHICK CONCRETE DOWELS @ 600 CTS MAX

PLAN

A

A

1500

mmIN

FILL

SEC

TION

VARI

ESFO

OTPA

TH

LEGEND:

EXPANSION JOINT


EJ

NEW RESIDENTIAL SHARED / DOUBLE VEHICLE

CROSSING DETAILS FOR ADJACENT PROPERTIES


500

EJ

500

EJ

750 LAY

BACK

LIP OF KERB

1500mm

125

SECTION A-A (REVERSE FALL)

225


(ONLY TO BE USED WITH COUNCIL APPROVAL)

1500mm

125

SECTION A-A (STANDARD)


750mm LAYBACK

750mm LAYBACK

BACK OF KERB

50

BOUN

DARY

LINE

50

BOUN

DARY

LINE

25mm DISHED CHANNEL (FOR IDEALSITUATION, CAN BE MODIFIED TO SUITLOCAL CONDITIONS WITH APPROVAL)

25 MPA CONCRETE (DESIRABLE GRADE 1 IN 15,ABSOLUTE MAX 1 IN 10 REFER CLAUSE 12.9.1)









EXISTING 75mm FOOTPATH TOBE REMOVED AND REPLACED

WITH 125mm THICK SL72REINFORCED 25 MPA CONCRETE

BEDDING TO EXTEND125mm BEYOND

EDGE OF DRIVEWAY


PROP

ERTY

/BU

ILDIN

G LIN

E

NOTE:

1. FOR GRADES STEEPER THAN 1 IN 15 REFER CLAUSE 12.9.1.LAYBACK & CROSSOVER, TO BE CONSTRUCTED IN PLAIN CONCRETE ONLY (NO COLOURED CONCRETE BEYOND PROPERTY BOUNDARY)

2. T.O.K. DENOTES TOP OF KERB3. FOR STEEP TERRAIN CONTACT THE COUNCIL FOR GUIDANCE.









SD 250

500 500

NEW INDUSTRIAL VEHICLE CROSSING DETAIL

6000 MIN

EXTENT OF KERB & CHANNEL TO REMOVEANY DAMAGE TO ROAD SEAL TO BE REINSTATED

BY CONTRACTOR TO COUNCILS APPROVAL

WHERE ANY NEW CONCRETE ABUTSEXISTING CONCRETE INSTALL R20ØDOWELS @ 600 CTS MAX

NOT TO SCALE


1500mm FOOTPATH

150


SECTION A-A

PLAN

LEGEND:

EXPANSION JOINT


EJ EJ

1500

mmIN

FILL

SEC

TION

VARI

ESFO

OTPA

TH


750 LAY

BACK

LIP OF KERB

750mm LAYBACK

BACK OF KERB

75

50

BOUN

DARY

LINE

32 MPA CONCRETEMAX GRADE 1 IN 10MIN GRADE 1 IN 30






BEDDING TO EXTEND150mm BEYOND

EDGE OF DRIVEWAY

EXTEND 150mm REINFORCED 32 MPACONCRETE 500mm BEYOND VEHICLE

CROSSING AT THE FOOTPATH

NOTE:

1. T.O.K. DENOTES TOP OF KERB2. WHERE THERE ARE EXPANSIVE SOILS AN ADDITIONAL

LAYER OF REINFORCEMENT MAY BE REQUIRED AT60mm COVER FROM THE BOTTOM OF THE SLAB.

3. FOR STEEP TERRAIN CONTACT THE COUNCIL FORGUIDANCE.









SD 255

EDGE

OF

SEAL

NATU

RAL F

ALL

DRIVEWAY

BOUN

DARY

SECTION A-A

PLAN

NOT TO SCALE


A A

PAVEMENT SHOULDERTABLEDRAIN

DRAINDEVIATION MINIMUM COVER

OVER PIPETO BE 150MM

TYPICAL CLEAR ZONE WIDTHS

0 50 60 70 80 90 100 110 1200

2

4

6

8

10

< 1000

> 5000

200030004000

(VEH

/ DAY

)

85th PERCENTILE SPEED (km/h)

CLEA

R ZO

NE W

IDTH

(m)

(MEA

SURE

D FR

OM E

DGE

OF T

RAFF

IC LA

NE)

(REFER NOTE 8)

DRAIN DEVIATION:REDIRECT CHANNEL ALIGNMENT OVERSUFFICIENT LENGTH TO MAINTAINGRADE IN INVERT OF DRAIN(BOTH SIDES)

MINIMUM 5m OFSEAL WHEN

EXIST. PAVEMENTIS SEALED

SHOULDER

CROS

SING

WID

THNO

T LE

SS T

HAN

3500

WHERE POSSIBLE OFFSET CULVERTTO ALLOW FOR CLEAR ZONE

NOTES:1. THIS ARRANGEMENT IS INTENDED FOR RURAL LOW DENSITY

RESIDENTIAL& FARMING ACCESS WAYS.2. COUNCIL RESERVES THE RIGHT TO DIRECT THE USE OF CULVERT

END WALL TYPE.3. THIS IS A TYPICAL CROSSING PLAN. SLIGHT VARIATIONS MAY

OCCUR AFTER INSPECTION AND APPROVAL OF LOCATION BYCOUNCIL.

4. PRIOR TO THE CONSTRUCTION, THE CROSSING LOCATION SHALLBE APPROVED BY COUNCIL.

5. ALL WORKS TO BE COMPLETED TO THE SATISFACTION OFCOUNCIL.

6. MAINTENANCE OF THE CROSSOVER REMAINS THERESPONSIBILITY OF THE LAND OWNER.

7. INSTALL LOW PROFILE HEAD WALLS OUTSIDE CLEAR ZONE &DRIVEABLE END WALLS WITHIN CLEAR ZONE. NO CULVERT TO BEWITHIN 3m OF EDGE OF SEAL.

8. THE CLEAR ZONE TABLE SHOWN IS A GUIDE ONLY AND FORFURTHER ACCURATE CLEAR ZONE GUIDELINES REFER TOAUSTROADS 'GUIDE TO ROAD DESIGN - PART 6: ROADSIDEDESIGN, SAFETY AND BARRIERS' TABLE 4.1: 'CLEAR ZONESDISTANCES FROM EDGE OF THROUGH TRAVELLED WAY'

9. TABLE DRAINS ARE NOT TO BE CLOSER THAN 1.0m FROM FENCELINES OR SERVICES.

10. CROSSING PAVEMENT TO BE SEALED WHERE ABUTS A SEALEDROAD.

11. GATE OFFSET DIMENSIONS:

CULVERT TO EXTEND0.5m (MIN) PAST EDGEOF CROSSING

CROSSING TO BE FINISHEDWITH MINIMUM 100mm DEPTH

CRUSHED ROCK OR APPROVEDEQUIVALENT

(CROSSFALLTO BE MAINTAINED)

R15TYP.

R15TYP.

RIGID TRUCK (12.0m)SEMI (19.0m)

B-DOUBLE (25.0m)

TYPESTANDARD VEHICLE

12.5

2822

EDGE OF THROUGH LANE (m)MINIMUM GATE OFFSET FROM

PROP

ERTY

TYPICAL SWALE DRAIN VEHICLE CROSSING

( RURAL ENTRANCE )

CAR (5.0m) 8.2

DRAIN DEVIATION(BOTH SIDES)

FENCE TO BE SPLAYED ANDGATE SET BACK TO ALLOWFOR STATIONARY VEHICLE INSITUATIONS WHERE THEBOUNDARY LINE IS CLOSETO THE EDGE OF ROAD. (SEENOTE 11.)

MIN. 375mm DIA. CL 4 REINFORCED CONCRETE PIPEALTERNATIVE PIPE MATERIALS MAY BE APPROVED (EG.PLASTIC, STEEL OR BOX CULVERT). CULVERT TO BE 4.8mLONG (MIN) OR 7.2m FOR TRUCK ACCESS SITUATIONS.

(REFER NOTE 7)

EXISTING TABLE DRAINTO BE BACK FILLEDWITH 'CLASS 3' FCR

INSTALL PRECAST CONCRETEDRIVEABLE ENDWALL

(BOTH ENDS OF CULVERT)

ORIGINAL TABLE DRAINALIGNMENT

REFER TO SPEED/CLEAR ZONETABLE ABOVE FOR REQUIREMENTS

OF ENDWALLS & NOTE 9

FINE CRUSHED ROCK BACK FILLINCLUDING EXISTING TABLE DRAIN.

PIPE TO BE MIN. 375mm RCP UNLESS OTHERWISEDIRECTED. BACKFILL AND 75mm DEPTH PIPE

BEDDING TO BE 20mm 'CLASS 3' FCR.








SD 260

NOT TO SCALE

LAST UPDATED 06/02/2019TYPICAL SWALE DRAIN VEHICLE CROSSING

( FRINGE URBAN RESIDENTIAL ENTRANCE )

4000

MIN

(MAX

6000

)

EDGE

OF

SEAL

BOUN

DARY

PR

OPER

TY

VERGE

A A

3000

MIN

(MAX

6000

)

SHOULDERTABLEDRAIN

SECTION A-A

PLAN

VARIES VARIES

NOTES:

1. THIS ARRANGEMENT IS INTENDED FOR RURALLOW DENSITY RESIDENTIAL ACCESS WAYS.

2. COUNCIL RESERVES THE RIGHT TO DIRECT THEUSE OF CULVERT END WALL TYPE.

3. THIS IS A TYPICAL CROSSING PLAN. SLIGHTVARIATIONS MAY OCCUR AFTER INSPECTIONAND APPROVAL OF LOCATION BY COUNCIL.

4. PRIOR TO THE CONSTRUCTION, THE CROSSINGLOCATION SHALL BE APPROVED BY COUNCIL.

5. ALL WORKS TO BE COMPLETED TO THESATISFACTION OF COUNCIL.

6. MAINTENANCE OF THE CROSSOVER REMAINSTHE RESPONSIBILITY OF THE LAND OWNER.

7. DRIVEABLE ENDWALLS TO BE USED WITHIN 1.5mOF THE EDGE OF SEAL

8. TABLE DRAINS ARE NOT TO BE CLOSER THAN1.0m FROM FENCE LINES OR SERVICES.

9. CULVERT TO BE LOCATED AT LEAST 600mmFROM EDGE OF SEAL

125 THICK 25 MPA CONCRETEVEHICLE CROSSING WITH SL72MESH 50mm BELOW TOP.

CULVERT TO EXTEND0.5m (MIN) PAST EDGE

OF CROSSING (BOTH SIDES)

LOW PROFILE CONCRETEENDWALL AT EACH END OF

CULVERT (REFER SD470FOR DETAILS). INSTALL

PRECAST CONCRETEDRIVEABLE ENDWALL (BOTH

ENDS OF CULVERT) WHENENDWALL IS WITHING 1.5m

OF THE EDGE OF SEAL.

PAVEMENT

FINE CRUSHED ROCK BACK FILL FORR.C.P. UNDER VEHICLE CROSSING.

50 THICK CLASS 3 FINE CRUSHEDROCK BEDDING LAYER

125 THICK 25 MPA CONCRETEVEHICLE CROSSING WITH SL72MESH 50mm BELOW TOP.

375mm DIA. UNLESSOTHERWISE APPROVEDBY COUNCIL.








SD 265

NOT TO SCALE

LAST UPDATED 20/03/2015TYPICAL B DOUBLE VEHICLE CROSSING

( RURAL ENTRANCE )

D<

D<

D<

D<

D<

D<

D<

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

BOUN

DARY

PR

OPER

TY

BOUN

DARY

PR

OPER

TY

CROSSING WIDTHNOT LESS THAN

3000

EDGE

OF

SEAL

EDGE

OF

SEAL

CL

TABL

E DR

AIN

ACCESS

'A'

'A'

'B'

15m

RURA

L ROA

D

CENTRELINE

1

2

4

5 6

3/

/

/

/

/

/

NOTES:

1. THIS ARRANGEMENT IS INTENDED FOR RURAL / FARMING ACCESS WAYS THATREQUIRE SEMI / B DOUBLE ACCESS.

2. PAVED AREAS TO BE A MINIMUM OF 150mm DEPTH COMPACTED GRAVEL.PAVEMENT AREAS & TYPE TO BE APPROVED BY COUNCIL.

3. COUNCIL RESERVES THE RIGHT TO DIRECT THE USE OF CULVERT END WALL TYPE.4. THIS IS A TYPICAL CROSSING PLAN. SLIGHT VARIATIONS MAY OCCUR AFTER

INSPECTION AND APPROVAL OF LOCATION BY COUNCIL.5. PRIOR TO THE CONSTRUCTION, THE CROSSING LOCATION SHALL BE APPROVED BY

COUNCIL.6. ALL WORKS TO BE COMPLETED TO THE SATISFACTION OF COUNCIL.7. MAINTENANCE OF THE CROSSOVER REMAINS THE RESPONSIBILITY OF THE LAND

OWNER.8. REFER SD 255 FOR CLEAR ZONE OFFSETS.9. DRIVEABLE ENDWALLS TO BE USED INSIDE CLEARZONE.10. TABLE DRAINS ARE NOT TO BE CLOSER THAN 1.0m FROM FENCE LINES OR

SERVICES.11. COUNCIL MAY REQUIRE THAT CROSSING PAVEMENT BE SEALED DEPENDING ON

SITE LOCATION AND SPECIFICS.12. GATE OFFSET DIMENSIONS:

SEMI (19.0m)B-DOUBLE (25.0m)

TYPESTANDARD VEHICLE

2822

EDGE OF THROUGH LANE (m)MINIMUM GATE OFFSET FROM

0.0

EDGE OF SEAL (m)OFFSET DISTANCE FROM

ACCESS CENTRELINE (m)OFFSET DISTANCE FROM

No.POINT

1

1

2

4

5 6

3

27.0

1.62 14.0

4.03 10.0

6.94 7.0

18.35 2.5

22.06 2.0

SETOUT TABLE:

0.5 x SPEED (km/h) x W (m)A

LENGTH (m):B

ROAD WIDENING:RO

AD W

IDEN

ING

ANGLE

'C'

'C'

'W'

3.6=

ANGLE:4070°

3590°

30110°=

C =ON CURVE:

ON STRAIGHT:

2 x (3.0m + CORRESPONDING WIDENING

6.0m (MIN)

FOR CURVE RADIUS)

W = FORMATION WIDENING (IF REQUIRED BY COUNCIL)

LEGEND:

TYPICAL EXISTING ACCESS =

RECOMENDED ACCESS SPLAY =

AREA TO BE SEALED=

FENCE TO BE SPLAYED AND GATE SET BACKTO ALLOW FOR STATIONARY VEHICLE INSITUATIONS WHERE THE BOUNDARY LINE ISCLOSE TO THE EDGE OF ROAD. (SEE NOTE 11.)

16m (MIN) LENGTH OF 375Ø (MIN) CLASS 2 RCPWITH A MINIMUM COVER OF 200mm ANDDRIVEABLE END WALLS (BOTH ENDS) WHEREREQUIRED WITHIN CLEAR ZONE

SEALED PAVEMENT TOPROPERTY BOUNDARYWHERE SPECIFIED BYINDIVIDUAL COUNCIL'S








SD 270


NOT TO SCALE

PRAM CROSSINGSDDA COMPLIANCE DETAILS

NOTE:1. T.O.K. DENOTES TOP OF KERB

WHERE ANY NEW CONCRETE ABUTS EXISTINGCONCRETE INSTALL R16Ø DOWELS IN 125mmTHICK CONCRETE OR R10Ø DOWELS IN 75mmTHICK CONCRETE DOWELS @ 600 CTS MAX

PLAN

A

A

1500

FOOT

PATH

1500

LAND

ING

PROPERTY / BUILDING LINE15

20

LIP OF KERB

EXISTING FOOTPATH

125

SECTION B-B


BACK OF KERB

50BOUN

DARY

LINE

125mm THICK 25 MPACONCRETE


PLACE SL72 MESH CENTRAL TO 25 MPACONCRETE PAVING USING BAR CHAIRS.

MATCH INTOEXISTING TOKEXISTING ROAD

PAVEMENT

EXISTING 75mm FOOTPATH TO BEREMOVED AND REPLACED WITH125mm THICK SL72 REINFORCED

25 MPA CONCRETE

R16Ø DOWEL BARS800mm LONG AT 600CTS MAX

NOTES:

1. LANDING ZONE TO BE A MIN. 1.5m IN THE DIRECTION

OF TRAVEL AT 2% MAX GRADE.

2. NEW FOOTPATH SHALL HAVE 2.5% CROSSFALL AWAY

FROM THE PROPERTY LINE.

3. NEW FOOTPATH LEVEL SHALL MATCH INTO THE

EXISTING LEVELS.

4. NEW FOOTPATH SHALL BE 125mm THICK 25 MPa

CONCRETE ON A BASE OF MIN. 100mm THICK,

MECHANICALLY COMPACTED CLASS 3 FCR.

5. FOOTPATH GRADES ARE APPROXIMATE AND

REQUIRE CONFIRMATION ON SITE.

6. FOOTPATH CROSS OVERS SHALL BE CONSTRUCTED

AS PER THE TYPICAL LAYBACK CONFIGURATION

15m MAX1500 LANDING1520

5% CROSSFALL2% CROSSFALL12.5% CROSSFALL

125125mm THICK 25 MPACONCRETE

15m MAX15m MAX

5% CROSSFALL

1500 LANDING 1500 LANDING1500 LANDING

SL72 MESH SUPPORTED BYBAR CHAIRS AT 1.2m SPACING

SECTION A-A

15m

MAX

EJ



B B

EJ

LEGEND:

EXPANSION JOINT


NOTE:LANDING ZONE TO BE A MIN.

1.5m IN THE DIRECTION OF

TRAVEL AT 2% MAX GRADE.

EJ

EJ

1500LANDING

15mMAX

1500LANDING

15mMAX

1500LANDING

5% CROSSFALL

0.75m 0.75m

100mm MIN COMPACTEDDEPTH "CLASS 3" 20mm FCRBEDDING TO 97% MMDD

SD 270


NOT TO SCALE

PRAM CROSSINGSDDA COMPLIANCE DETAILS








150

MIN.

300

TRENCHING BACKFILL

(TRENCHES WITHIN 1m OF COUNCIL ASSETS)

SD 310


VARI

ES (M

IN. 1

50 m

m)15

0

ANY UNSUITABLE MATERIALTO BE REMOVED FROM FLOOROF TRENCH

GRANULAR BEDDING PLASTICINDEX LESS THAN 3

AUTHORITY SERVICE ZONEINCLUDING ATTACHMENTSAND APPENDAGES

AUTHORITY'S MARKER TAPE

150

MIN.

VARI

ES (M

IN. 1

50 m

m)15

0

TRENCHES UNDER FOOTPATHS

150mm COMPACTED DEPTHCLASS 3 F.C.R.





APPROVED GRANULARBACKFILL RAMMED ORROLLED IN 150mm LAYERSTO 98% MODIFIED DENSITYRATIO.

SURFACING TO MATCH EXISTINGVA

RIES

(MIN

. 150

mm)

150

TRENCHES UNDER SWALES

COUNCIL APPROVEDTOPSOIL AND SEEDED.





ORDINARY EARTH FROM EXCAVATIONWHICH CONTAINS NO MORE THAN20% ROCK FRAGMENTS (150mm MAXSIZE) TO BE COMPACTED IN LAYERS NOGREATER THAN 150mm. COMPACTIONTO BE MINIMUM 92% MODIFIED A.A.S.H.O.

RE-SEED AND LEVEL TOMATCH EXISTING

NOT TO SCALE

150

150mm MIN OR TO EDGE OFDAMAGED WEARING COURSE

WEARING SURFACE

TRENCHES UNDER ROADS

300mm COMPACTED DEPTH CLASS 2F.C.R. IN 2 x 150mm LAYERS.TOP (BASE) COMPACTED TO 98%MODIFIED DENSITY RATIO.LOWER (SUB BASE) LAYER COMPACTEDTO 98% MODIFIED DENSITY RATIO.

CLASS 3 F.C.R. (OR APPROVEDEQUIVALENT MATERIAL). BACKFILL ANDCOMPACTED MECHANICALLY IN 150mmLAYERS USING VIBRATING RAMMER TO98% MODIFIED DENSITY RATIO.

CUT WEARING SURFACE WITH SAWTO FORM A STRAIGHT EDGE

NOTES:

1. ALL EXCAVATIONS ARE TO COMPLY WITH THEEXCAVATION CODE OF PRACTICE 2018-05, O.H.&S.REGULATIONS 2017 & O.H.&S. ACT 2004.

2. BITUMEN ROAD SURFACE SHALL BE CUT WITH A SAW.








SIDE ENTRY

JUNCTION

HAUNCHED

UNHAUNCHED

PITTYPE

GRATED

INLET CATCH

SHAFT CONFIGURATIONSPIT WITH HAUNCHED BASE

SD460CONCRETE

SD450SD440, SD445,SD430, SD435,

JUNCTION PIT, GRATED PIT AND INLET CATCH PIT

CAST IRON

MILD STEEL/CAST IRON

CONCRETE

COVERTYPE SD DRG. NO.

STANDARD PIT LISTING

PLAN'W

''L'

HEIG

HT O

FBA

SE ('B

H')

SHAF

T

DEPT

H (D

)

DEPRESSED GRATE SD455MILD STEEL/CAST IRON

TYPICAL PIT DIMENSIONING

AND SETTING OUT DETAIL

SD 400

INTERNAL PIT DIMENSIONS

BASE TO BE HAUNCHED IFNECESSARY TO FIT LARGEPIPES

PLANSIDE ENTRY PIT

BACK OF KERBFACE OF KERB

'W'

'L'

WIDTH ('W')

BACK OF KERB

LENGTH ('L)

SD405

SD410

SD425

SD425

WIDTH OF BASE('BW')LENGTH OF BASE ('BL')

NOTES:

REFER SPECIFIC STANDARD DRAWINGS FOR FULL DIMENSIONS.


FIBREGLASS

CAST IRONCONCRETE

FIBREGLASS

NOT TO SCALE

BASE HAUNCHING

INVERTLEVEL








UNHAUNCHED PITS (450Ø MAX. PIPE)

SD 405

PITS UP TO 3600mm DEPTH

REINFORCEMENT

REINFORCEMENT DETAILS

UP TO 1200

1201 TO 1800

1801 TO 2400

OR WIDTH 'W'PIT LENGTH 'L'

SL92

RL1218

RL918

PRECAST PIT

50 MIN

'W'

Ø

'D' 50 MIN

150

75

150

150

150

150

NOTES:

1. MINIMUM PIT SIZES:

2. PIPES GREATER THAN 450mm DIA. MAY REQUIRE HAUNCHING. REFER TO SD410.3. FOR DETAILS OF SPECIFIC PITS, REFER TO PIT SCHEDULE.4. PIT REINFORCEMENT SHALL HAVE 300mm MIN LAPS. CLEAR COVER TO BE 50mm

MIN. CORNER RETURN REINFORCEMENT MAY BE FABRIC OR EQUIVALENT BARS.5. FOR TOP OF PIT DETAILS, REFER TO PIT SCHEDULE AND RELEVANT STANDARD

DRAWINGS.6. PRECAST PITS WITH THINNER WALLS AND LESS STEEL MAY BE ACCEPTED WHERE

THE MANUFACTURER CAN DEMONSTRATE THAT THE PITS HAVE ADEQUATECAPACITY TO SUPPORT A COMBINATION OF THE FOLLOWING LOADS:

LATERAL LOADS - EARTH PRESSURE WITH 210 kN SURCHARGE- HYDROSTATIC PRESSURE- COMPACTION PRESSURE (25 kPa MIN)- VERTICAL LOAD 210 kN

7. SUBSURFACE DRAIN HOLES TO BE SEALED IF NOT USED.8. PIT LENGTH 'L' REFER TO SD400.9. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.

600

BASE DIMENSIONS 'W'SEP

900

PLAN VIEW

CORNER DETAILS

450

300MIN

45030

0MI

N

150

600

300MIN

60030

0MI

N

250

20 MIN

DEPT

H TO

UNDE

RSID

EOF

PAV

EMEN

T

PIPE DIAMETERJP

1000

600MIN


UP TO 450Ø

450Ø & UPWARDS

UP TO 450Ø

450Ø & UPWARDS

NOT TO SCALE

120mm DIA HOLE IN SIDE WALLSTO ACCOMMODATE PAVEMENT

DRAINS IN BOTH SIDES.

THROAT110mm MIN

LINE OF KERB








HAUNCHED PITS

SD 410

PITS UP TO 3600mm DEPTH

(mm)(mm)

"1500

""

1200

11251200

9751050

900""""

900600

750825

675

525

'BW' & 'BH'

CORNER DETAILS

'Ø'

NOTES:

1. PIPES LESS THAN 525mm DIA. MAY NOT REQUIRE HAUNCHING. REFER SD405.2. PITS WITH HAUNCHING IN TWO DIRECTIONS REQUIRE SPECIAL STRUCTURAL DESIGN.3. FOR DETAILS OF SPECIFIC PITS, REFER TO PIT SCHEDULE.4. PIT REINFORCEMENT SHALL HAVE 300mm MIN LAPS. CLEAR COVER TO BE 50mm MIN.

CORNER RETURN REINFORCEMENT MAY BE FABRIC OR EQUIVALENT BARS.5. FOR TOP OF PIT DETAILS, REFER TO PIT SCHEDULE AND RELEVANT STANDARD DRAWINGS.6. PRECAST PITS WITH THINNER WALLS AND LESS STEEL MAY BE ACCEPTED WHERE THE

MANUFACTURER CAN DEMONSTRATE THAT THE PITS HAVE ADEQUATE CAPACITY TOSUPPORT A COMBINATION OF THE FOLLOWING LOADS:

LATERAL LOADS - EARTH PRESSURE WITH 210kN SURCHARGE- HYDROSTATIC PRESSURE- COMPACTION PRESSURE (25 kPa MIN)- VERTICAL LOAD 210 kN

7. SUBSURFACE DRAIN HOLES TO BE SEALED IF NOT USED.8. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.

150 600 150

75 75

225

'BH'

150

50 MIN 50 MIN

'D'

150 'BW' 150

150

450

300MIN

450

300MIN

250

600

300MIN

600

300MIN

Ø

PRECAST PIT

20

PLAN VIEW

REINFORCEMENT


UP TO 1200

1201 TO 1800

1801 TO 2400

OR BASE WIDTH 'BW'PIT BASE LENGTH 'BL'

SL92

RL1218

RL918

MIN

DEPT

H TO

UNDE

RSID

EOF

PAV

EMEN

T


PIT SIZING

NOT TO SCALE

THROAT110mm MIN

LINE OF KERB

120mm DIA HOLE IN SIDE WALLSTO ACCOMMODATE PAVEMENTDRAINS IN BOTH SIDES.








PIT LENGTH (L), METERS

(T1 and T2), MILLIMETRES

DEPT

H (H

1 AND

H2)

, MET

RES

1.50.45

1.8

2.4

2.1

2.7

3.6

3.0

4.2

5.4

4.8

6.0

WALL THICKNESS

0.6 0.9 1.2

200

150mm

175

225

1.5

L

T1

H1

H2

T2

MIN. WALL THICKNESS FOR REINFORCEMENT

IN MASS CONCRETE PITS (CAST IN-SITU)

SD 415


PLAN

SECTION

UN-REINFORCED CONCRETE

SHOULD BE DESIGNED ON

A CASE BY CASE BASIS

NOT TO SCALE








REFER PIT SCHEDULE

PLAN

150 PIT LENGTH 'L' 150

SEE NOTE 1

PIT LENGTH 'L'

75

W/2PI

T W

IDTH

'W'

VARIES BETWEEN HEAVY& MEDIUM DUTY PIT LIDS

JUNCTION PIT IN ROAD RESERVE

SD 420

REFER PIT SCHEDULE

FLOWFLOW

SECTION A-A

REINFORCEMENT


UP TO 1200

1201 TO 1800

1801 TO 2400


SL92

RL1218

RL918

NOTES:

1. HEAVY DUTY COVERS TO BE USED WHEN SUBJECT TO TRAFFICABLELOADS (AS3996 CLASS D - 210kN) OR APPROVED EQUIVALENT.MEDIUM DUTY COVERS TO BE USED IN OFF ROAD USE (AS3996 CLASS B- 80kN) OR APPROVED EQUIVALENT.

2. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.3. JUNCTION PIT IN ROAD RESERVE TO HAVE MINIMUM INTERNAL PIT

DIMENSIONS OF 600 X 900.


25 MAX MORTAR PACKING

PIT SIZE

MINIMUM PIT SIZES (EASEMENTS)

<1000

>1000

PIT DEPTH

600 x 600

600 x 900

PIT SIZE

MINIMUM PIT SIZES (ROAD RESERVE)

ALL PITS

PIT DEPTH

600 x 900

NOT TO SCALE

REINFORCEMENT MESH TO BEPLACED CENTRALLY.

FINISHED SURFACE LEVEL








REFER PIT SCHEDULE

PLAN

75


PIT LENGTH 'L'

150

PIT

WID

TH 'W

'

W/2

JUNCTION PIT WITH CONCRETE COVER

(NON TRAFFICABLE AREAS)

SD 425

REFER PIT SCHEDULE

REINFORCEMENT


UP TO 1200

1201 TO 1800

1801 TO 2400


SL92

RL1218

RL918

A A

SECTION A-A

FLOW FLOW


NOTES:

1. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS. PIT SIZE

MINIMUM PIT SIZES (EASEMENTS)

<1000

>1000

PIT DEPTH

600 x 600

600 x 900

PIT SIZE

MINIMUM PIT SIZES (ROAD RESERVE)

ALL PITS

PIT DEPTH

600 x 900

NOT TO SCALE



CONCRETE OR EQUIVALENT COVERWITH APPROVED LIFTING ANCHORS.

REFER TO PIT SCHEDULE FOR DETAILS.








REFER PIT SCHEDULE

PLAN

75


PIT LENGTH 'L'

150

PIT

WID

TH 'W

'

W/2

JUNCTION PIT WITH NON-CONCRETE COVER

(NON TRAFFICABLE AREAS)

SD 426

REFER PIT SCHEDULE

A A

SECTION A-A

FLOW FLOW


NOTES:

1. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.2. FOR DEPTHS OF INVERT GREATER THAN 1.5m WALL THICKNESS TO BE 200mm AND BASE

TO BE 900 x 900mm.3. SL82 REINFORCING MESH FOR PITS GREATER THAN 1.2m IN DEPTH4. PIT LID TO BE LIGHT WEIGHT FIBREGLASS TYPE, OR APPROVED EQUIVALENT. PROVIDE

REBATE IN PIT WALL FOR LID LOCKING.5. IF PIT IS TO BE CONSTRUCTED INSIDE AN EASEMENT THE WORDS "NOT TO BE COVERED

OR BUILT OVER" ARE TO BE STAMPED IN LID WITH A MIN TEXT HEIGHT OF 50mm.

NOT TO SCALE


FINISHED SURFACE LEVEL 150 x 150mm CONC. SURROUND

LIGHT WEIGHT FIBREGLASS LIDOR EQUIVALENT. REFER TO PIT

SCHEDULE FOR DETAILS.








PLAN

75

1000CHANNEL DEPTH TRANSITION

450 BACK OF KERB(LINE OF SET OUT)

150 600 150

150

900150 150

110

SIDE ENTRY PIT 900mm INLET WITH CAST IRON

COVER & CONCRETE SURROUND FOR 'B2'

SD 430

FLOW

REINFORCEMENT


UP TO 1200

1201 TO 1800

1801 TO 2400


SL92

RL1218

RL918

A

A

SECTION A-A

EXPANSION JOINTS


LINE OF KERB

NOTES:

1. REFER TO SD100 FOR KERB DETAILS.2. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.3. WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE GRAVEL BACKFILL IS

USED, OR WHERE EXPANSIVE CLAYS ARE PRESENT; INSTALL 1m LONGSUBSOIL DRAIN AT THE BOTTOM OF THE PIT.

THRO

AT


180


NOT TO SCALE


CAST IRON COVER WITH EXTENDEDCONCRETE SURROUND OR APPROVEDEQUIVALENT COVER TO BE INSTALLED TOMANUFACTURERS SPECIFICATIONS.

SEE NOTE 3

CHANNEL INVERT 40mm DEEPERACROSS THROAT OF PIT

PROVIDE BLOCKOUTS FOR SUBSOILDRAIN ADAPTOR ON BOTH SIDES OF PIT

SEE NOTE 3








900 x 600mm SIDE ENTRY PIT PIPES UP TO 450mmØ

(PRECAST CONCRETE LINTEL)

SD 431

150 150600

D

150

900

150

150 600

INSE

RT 73

0

480

BACK

OFKE

RB

PLAN

SECTION A-A

600m

m

TRAN

SITI

ON

195

DEPT

H VA

RIES

150 900 150

100

SECTION B-B

D

D

50

600m

m

TRAN

SITI

ON

NOT TO SCALE

B

B

A

110 THROATPRECAST LINTEL(REFER NOTE 6)

20

150

150


NOTES:

1. PIT TO BE CONSTRUCTED IN 2 STAGES. STAGE 2-TOP500mm OF PIT IN CONJUNCTION WITH KERB ANDCHANNEL.

2. WHERE PIT AT LOW POINT CONSTRUCT-100mm DIA. P.V.C.PIPE WITH CONSTRUCTION WORKS TO DRAIN WATERFROM PAVEMENT.

3. AT LOW POINT TRANSITION 600mm BOTH SIDES.4. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.5. FIBREGLASS PIT LIDS WITH EA FRAME AND LIGHTWEIGHT

LOCKING LID OR APPROVED EQUIVALENT CONSTRUCTEDAND INSTALLED IN ACCORDANCE WITH AS3996 MAY BEUSED INSTEAD OF CONCRETE.

6. PRECAST LINTEL TO MATCH REQUIRED KERB TYPE (SM2,B2)

7. WHERE NO SUBSOIL DRAIN INSTALLED, OR WHEREGRAVEL BACKFILL IS USED, OR WHERE EXPANSIVECLAYS ARE PRESENT; INSTALL 1m LONG SUBSOIL DRAINAT THE BOTTOM OF THE PIT.

100mm DIA. A.G. DRAINSTO BE PLACED ON BOTHSIDES

SEE NOTE 7

SEE NOTE 7

INTERNAL OPENING OFCOVER 600mm x 350mm








600

FLOW25

0

SCALE 1:25

PLAN

30

110

150 900 150



BACK OF KERB(LINE OF SET-OUT)

150

150 600 150

SIDE ENTRY PIT900mm INLET WITH CAST IRON

COVER & CONCRETE SURROUND FOR 'SM2'

SD 435

REINFORCEMENT


UP TO 1200

1201 TO 1800

1801 TO 2400


SL92

RL1218

RL918

THRO

AT

SECTION A-A

A

A


180


NOTES:

1. REFER TO SD100 FOR KERB DETAILS.2. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.3. WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE GRAVEL BACKFILL IS


NOT TO SCALE


APPROVED COVER TO BE INSTALLED TOMANUFACTURERS SPECIFICATIONS.

60mm EXTRA DEPTH TO EXTEND300mm EITHER SIDE OF PIT

SEE NOTE 3

SHAPE 'SM2' PROFILE TO ALLOWFOR CORRECT ENTRY (TYP)

EXPANSION JOINTS

PROVIDE BLOCKOUTS FORSUBSOIL DRAIN ADAPTOR

ON BOTH SIDES OF PIT

SEE NOTE 3

LINE OF KERB








SIDE ENTRY PIT 900mm INLET WITH CAST IRON

COVER & CONCRETE SURROUND FOR 'SM2-M'

SD 440

PLAN

75

150 900 150



600

25018

0

150

150 600 150

110

REINFORCEMENT


UP TO 1200

1201 TO 1800

1801 TO 2400


SL92

RL1218

RL918

THRO

AT


SECTION A-A

A

A



NOTES:

1. REFER TO SD100 FR KERB DETAILS.2. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.3. WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE GRAVEL BACKFILL IS


NOT TO SCALE


APPROVED COVER TO BE INSTALLED TOMANUFACTURERS SPECIFICATIONS.

60mm EXTRA DEPTH TO EXTEND300mm EITHER SIDE OF PIT

SEE NOTE 3

PROVIDE BLOCKOUTS FORSUBSOIL DRAIN ADAPTOR

ON BOTH SIDES OF PIT

SEE NOTE 3

LINE OF KERB

EXPANSION JOINTS








GRATED SIDE ENTRY PIT WITH LIGHTWEIGHT

COVER & CONCRETE SURROUND FOR 'SM2-M'

SD 441

PLAN


NOT TO SCALE

100450 MIN

700 M

IN

150

SEE NOTE 2

SECTION A-A

150 SEE NOTE 1

NOTES:

1. FOR DEPTH OF INVERT GREATER THAN1.5m, MIN. WALL & BASE THICKNESS TO BE200mm AND BASE TO BE CORBELLED OUTTO 900x900mm.

2. MIN. INTERNAL PIT DIMENSION = EXTERNALPIPE Ø + 150mm. FOR PIPE Ø GREATERTHAN 450mm CORBEL PIT TOP TO A MIN. OF600mm.

3. SL82 REINFORCING IS REQUIRED FOR PITSGREATER THAN 1200 DEEP.

4. PIT LID TO BE LIGHTWEIGHT FIBREGLASSTYPE, OR APPROVED EQUIVALENT.GRATE & FRAME TO BE HINGED.

5. CONCRETE STRENGTH SHALL BE 25MPa AT28 DAYS.

6. WHERE NO AG PIPES EXIST, SEAL STUBSWITH GEOFABRIC.

7. WHERE NO SUBSOIL DRAIN INSTALLED, ORWHERE GRAVEL BACKFILL IS USED, ORWHERE EXPANSIVE CLAYS ARE PRESENT;INSTALL 1m LONG SUBSOIL DRAIN AT THEBOTTOM OF THE PIT.

AA

900

150

1300

800

LINE OFINSIDE PIT W

ALL

BACK OF KERB

150

LINE OFINSIDE PIT WALL

SEE NOTE 7

PROVIDE 100Ø STUBSON BOTH SIDES

OF PIT FOR AG PIPECONNECTION

THROAT 100mm

1200x750 APPROVEDLIGHTWEIGHT LID.

PROVIDE 2No 100ØSTUBS AS DIRECTED

REINFORCEMENTTO BE CENTRALLYLOCATED WITHINWALL. LAPS TO BE300mm MIN.

SEE NOTE 7








75

SCALE 1:25

PLAN

150 1900 150


450

180

150

150 600 150


DOUBLE SIDE ENTRY PIT 1900 mm INLET WITH APPROVED

COVER & CONCRETE SURROUND FOR 'B2'

SD 445

REINFORCEMENT


UP TO 1200

1201 TO 1800

1801 TO 2400


SL92

RL1218

RL918

SECTION A-A

A

A


110THROAT

NOTES:

1. REFER TO SD100 FR KERB DETAILS.2. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.3. WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE GRAVEL BACKFILL IS




NOT TO SCALE

REINFORCEMENT MESHTO BE PLACEDCENTRALLY.

APPROVED CAST IRON COVEROR APPROVED EQUIVALENTTO BE INSTALLED TOMANUFACTURERSSPECIFICATIONS.

PROVIDE BLOCKOUTS FOR SUBSOILDRAIN ADAPTOR ON BOTH SIDES OF PIT

SEE NOTE 3

LINE OF KERB

EXPANSION JOINTS EXPANSION JOINTS

SUPPORT PLATE & LEGSUPPORT LEG EITHER CAST INSITU OR

MODIFIED TO FIX TO THROAT WITHAPPROVED MASONRY ANCHORS









KERB WIDTH TRANSITION

600

75

PLAN

150 1900 150

1000 1000KERB WIDTH TRANSITION

150 600 150

150


180

110

DOUBLE SIDE ENTRY PIT 1900 mm INLET WITH CAST

IRON COVER & CONCRETE SURROUND FOR 'SM2'

SD 450

REINFORCEMENT


UP TO 1200

1201 TO 1800

1801 TO 2400


SL92

RL1218

RL918

NOT TO SCALE

SECTION A-A

A

A

THROAT


APPROVED CAST IRON COVER WITHEXTENDED CONCRETE SURROUNDOR APPROVED EQUIVALENT COVERTO BE INSTALLED TOMANUFACTURERS SPECIFICATIONS.


NOTES:

1. REFER TO SD100 FR KERB DETAILS.2. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.3. WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE GRAVEL

BACKFILL IS USED, OR WHERE EXPANSIVE CLAYS AREPRESENT; INSTALL 1m LONG SUBSOIL DRAIN AT THEBOTTOM OF THE PIT.


SEE NOTE 3

LINE OF KERB

SUPPORT PLATE & LEGSUPPORT LEG EITHER CAST

INSITU OR MODIFIED TO FIX TOTHROAT WITH APPROVED

MASONRY ANCHORS


PROVIDE BLOCKOUTS FOR SUBSOIL DRAINADAPTOR ON BOTH SIDES OF PIT

SEE NOTE 3








FLOW

SCALE 1:25

150

150PIT WIDTH 'W'150REFER PIT SCHEDULE

FLOW

25

150 150

100

150

100

DEPRESSED GRATED PIT

SD 455

REINFORCEMENT


UP TO 1200

1201 TO 1800

1801 TO 2400


SL92

RL1218

RL918

PLAN

A

A

B B

SECTION B-B

SECTION A-A


NOTES:

1. CONCRETE STRENGTH F'C = 25MPa.(MIN) AT 28 DAYS.

'W'

'L'

NOTES:

1. HEAVY DUTY COVERS TO BE USED WHEN SUBJECT TOTRAFFICABLE LOADS (AS3996 CLASS D - 210kN) ORAPPROVED EQUIVALENT.MEDIUM DUTY COVERS TO BE USED IN OFF ROAD USE(AS3996 CLASS B - 80kN) OR APPROVED EQUIVALENT.

2. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.

NOT TO SCALE



APPROVEDFCR BEDDING

APPROVED GRATE & FRAME TO BEINSTALLED TO MANUFACTURERSSPECIFICATIONS. REFER TO PITSCHEDULE FOR DETAILS.

ALTERNATIVEPROVIDING FORFLOWS IN BOTHDIRECTIONS








'W'+300

300

125

150

150

150 600 150

INLET TO BE FULL LENGTH75 MIN

150 900 150

INLET CATCH PIT

SD 460

REINFORCEMENT


UP TO 1200

1201 TO 1800

1801 TO 2400


SL92

RL1218

RL918

B

B

SECTION B-B

SCALE 1:25

PLAN

NOTES:

1. PLACEMENT OF PIT WITHIN ROAD RESERVE /MUNICIPAL RESERVE SUBJECT TO COUNCILAPPROVAL.

2. REFER TO PIT SCHEDULE FOR CORRECT PITORIENTATION.

3. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28DAYS.

4. WHERE NO SUBSOIL DRAIN INSTALLED, OR WHEREGRAVEL BACKFILL IS USED, OR WHERE EXPANSIVECLAYS ARE PRESENT; INSTALL 1m LONG SUBSOILDRAIN AT THE BOTTOM OF THE PIT.


NOT TO SCALE

A A

150 900 150

SECTION A-A

1 in 1 1/21 in 1 1/2

40mm N.B. GALVANISEDHEAVY WEIGHT PIPECAST INTO PIT WALLS

SEE NOTE 4

25x25mmCHAMFER

40mm N.B.GALVANISEDHEAVY WEIGHTPIPE CAST INTOPIT WALLS

PROVIDEBLOCKOUTS FORSUBSOIL DRAINADAPTOR ON BOTHSIDES OF PIT

REINFORCEMENTMESH TO BE PLACEDCENTRALLY.SHAPE BASE

AS SHOWN

R 150

100x100 CHAMFER

SEE NOTE 4

CONCRETE COVER WITH APPROVED LIFTINGANCHORS & F81 MESH PLACED CENTRALLY.GATIC COVER OR APPROVED EQUIVALENT TO BE USEDIN ROAD RESERVES OR OPENING ON BOTH SIDES.








REINFORCED CONCRETE WINGWALL (IN-SITU)

SD 465

SECTION A-A

NOTES:

END ELEVATION

SECTION B-B

PLAN

PLAN

DIMENSIONS

NOMPIPEDIA

EXTERNALPIPEDIA

A**

#E H

TYPE 1*SLOPE AT 1.5:1

300375450525 616

534445362

1016

762845934

300

300300300

775

531610692

394

138221307

1804

103712861547

563

197315438

687

240385535

B C D F

* THEORETICAL SLOPE OF WINGWALL MEASURED AT RIGHT ANGLES TO THE ROADWAY.** A2=A+E+EXTERNAL DIAMETER OF PIPE# APPROXIMATE ONLY

294409525

B

138143317522066

1129

C

420584750

D

262513713916

F

320

TYPE 2*SLOPE AT 2:1

C

1312

259121611727

275

788613441

B

630

1125876

393

D

769

13731069

480

F

TYPE 3*SLOPE AT 3:1

200

50

200

50

V

200200E

A2/2

A2

200200

D

F

C

B A B

164

H

400

400

D200

APPROX 200

40

20

40

35°

1. BECAUSE THE RELATION OF THE BATTER TO THE TOP OF THE ENDWALL IS ESSENTIALFOR THE SAFETY OF THE MOTORIST THE DETAILS AS SHOWN IN SECTION A-A MUST BEADHERED TO DURING CONSTRUCTION.

2. REINFORCEMENT, F82 UNLESS OTHERWISE SPECIFIED, SHALL BE CONTINUOUS AROUNDCORNERS AND LOCATED AS SHOWN ON SECTIONS A-A AND B-B. CLEAR COVER 50 MIN.LAPS: FABRICS 300 MIN, BARS 25 X BAR DIAMETER MIN.

3. DISTRIBUTION BARS 12 DIA AT 200 CENTRES.4. CONCRETE SHALL BE NORMAL-CLASS N32 STANDARD STRENGTH GRADE OR HIGHER

COMPLYING WITH THE REQUIREMENTS OF AS 1379. EXPOSURE CLASSIFICATION UP TOAND INCLUDING B1.

5. EXPOSED EDGES SHALL HAVE 20 x 20 CHAMFERS.6. COMPACTION PRESSURE BEHIND WALLS NOT TO EXCEED 15 kPa. (1.5 TONNE

VIBRATORY ROLLER OR 300 kg VIBRATING PLATE WITHIN 0.5m OF WALL).7. ENDWALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RELEVANT

PROVISIONS OF AS 3600.CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.

FOR LARGER PIPE DIAMETERS REFERTO VICROADS SD1931 REV B

SLOPE

*

A

A

200

B

B

NOT TO SCALE


V = VARIABLE HEIGHT OFTHE WINGWALL

SIZE AND EXTENT OFBEACHING TO BE DESIGNEDTO CONTROL EROSION

12 DIA BAR CONTINUOUSAROUND TOP OFSTRUCTURE.

SEE NOTE 1

BEDDING ASSPECIFIED








NTS

TOE

NTSPLAN

TOP OF BATTER

TOE

END ELEVATION

230

100

200

400 (

MIN)

400

200

100

600+

PIPE

O.D

.Ø

800+PIPE O.D.Ø

400

SD 470

A

A

SECTION A-A

NOTES:

1. COMPACTION PRESSURE BEHIND ENDWALLS IS NOT TO EXCEED12.5kPa.REFER (1.5 TONNE VIBRATORY ROLLER).

2. A MAXIMUM PIPE SIZE OF 300Ø FOR THIS ENDWALL ARRANGEMENT.3. NOT TO BE USED WHERE GENERAL VEHICULAR TRAFFIC IS PRESENT,

(MAINTENANCE OR EMERGENCY VEHICLES EXCEPTED).4. ALTERNATIVELY PRECAST ENDWALL MAY BE USED WHERE

APPROVED BY COUNCIL.5. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.

NOT TO SCALE

LAST UPDATED 20/03/2015CONCRETE ENDWALL FOR PIPES UP TO

375mmØ (WALKWAYS, PATHS & TRACKS)

SIZE AND EXTENT OFBEACHING TO BE DESIGNED

TO CONTROL EROSION

1 No. N12 BARPLACED CENTRALLY

1 No. N12 BARPLACED CENTRALLY

TOP OF BATTER

TOP OF BATTER








BACK OF KERB

INVERT OF CHANNEL

LIP OF KERB

150 600 150

150

SCALE 1:25

PLAN

900

SD 475

CHANNEL DEPTH TRANSITION

GRATED SIDE ENTRY PIT INLET 900mm

WITH CONCRETE SURROUND FOR 'B2'

REINFORCEMENT


UP TO 1200

1201 TO 1800

1801 TO 2400


SL92

RL1218

RL918

A

A

SECTION A-A

110THROAT

NOT TO SCALE


REFER PIT SCHEDULEPIT LENGTH 'L'

PIT

WID

TH 'W

'

NOTES:

1. REFER TO SD100 FOR KERB DETAILS.2. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS.3. WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE

GRAVEL BACKFILL IS USED, OR WHERE EXPANSIVECLAYS ARE PRESENT; INSTALL 1m LONG SUBSOIL DRAINAT THE BOTTOM OF THE PIT.

REINFORCEMENT MESH TOBE PLACED CENTRALLY.

SEE NOTE 3

CHANNEL INVERT 40mmDEEPER ACROSS

THROAT OF PIT

PROVIDE BLOCKOUTS FORSUBSOIL DRAIN ADAPTOR ON

BOTH SIDES OF PIT

SEE NOTE 3

GRATE & SURROUND TO BE CLASS D'BICYCLE SAFE' IN ACCORDANCEWITH AUSTRALIAN STANDARDS.

LINE OF KERB








GRATING PIT FOR SM2 MODIFIED KERB & CHANNEL

SD 480

SECTION A-A

PLAN

150 600 150

150

300 Ø

150

600 M

IN

150 435

462

226

462

1300

1000

500

500

ROLL

OVER

KER

B

150

900

150

A A

NOT TO SCALE


NOTES:

1. REFER TO SD100 FR KERB DETAILS.2. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28

DAYS.3. CLASS D LOADING IS REQUIRED FOR LID.4. WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE

GRAVEL BACKFILL IS USED, OR WHERE EXPANSIVECLAYS ARE PRESENT; INSTALL 1m LONG SUBSOILDRAIN AT THE BOTTOM OF THE PIT.

PROVIDE 2 No 100mm STUBSIN REAR WALL AS DIRECTED

GRATE & SURROUND TO BECLASS 'D' ("BICYCLE SAFE") PIT LID TO BE CONCRETE

TYPE, OR APPROVEDEQUIVALENT MUST BE USED

LINE OF KERB

APPROVED FCR BEDDING

100mm DIA. A.G. DRAINS TO BEPLACED ON BOTH SIDES

SEE NOTE 3

SEE NOTE 4

BACK OF KERB








ALTERNATE GRATED PIT FOR SM2 MODIFIED

KERB & CHANNEL 'SM2-M' - UPSTREAM PIT ONLY

SD 481

NOT TO SCALE


A

A

450 MIN150 150

600 BACK OF KERB (LINE OF SET-OUT)

SECTION A-A

190 235

900 MIN150

BACK OF KERB

1230

1000

390

600

520

SECTION A-A

NOTES:

1. FOR USE AS UPSTREAM PIT ONLY2. MAXIMUM PIT DEPTH 1000mm3. GRATE & SURROUND AS PER ASQ PRODUCT OR SIMILAR APPROVED4. GRATE & SURROUND TO BE CLASS 'D' ("BICYCLE SAFE")5. CONCRETE STRENGTH SHALL BE 25MPa AT 28 DAYS.6. WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE GRAVEL BACKFILL IS USED,

OR WHERE EXPANSIVE CLAYS ARE PRESENT; INSTALL 1m LONG SUBSOIL DRAINAT THE BOTTOM OF THE PIT.

150

600 S

M2-M

KER

B

1000

MAX CONNECTIONS FOR SUBSOIL DRAIN

ADAPTORS & \ OR HOUSE DRAINSTO BE IN REAR WALL ONLY

PRECAST SURROUND & GRATE FROMASQ OR SIMILAR TO GENERALLY

MATCH GEOMETRY INCLUDINGDEPTH OF SD 100 SM2-M KERB

LINE OF KERB

SEE NOTE 6

REINFORCEMENT MESH TO BEPLACED CENTRALLY

SEE NOTE 6








150 150600 ('W')

50

600

150

STAG

E ON

EST

AGE

TWO

150

900 (

'L')

150

300

600m

m TR

ANSI

TION

150 600 ('W') 150

INSE

RT T

30

COVER INSERT730x480mm

TAPER ON SIDELIFTING HOLE/S

TO BE PROVIDED

NOTES:

480

BACK

OFKE

RB

PLAN

SECTION A-A

SD 490

900 x 600mm SIDE ENTRY PIT WITH GRATING

PIT TO BE CONSTRUCTED INTWO STAGES.

STAGE 2 - TOP 500mm OF PITIN CONJUNCTION WITH KERB

AND CHANNEL.

110 THROAT

NOT TO SCALE


SEE NOTE 2

1. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS2. WHERE NO SUBSOIL DRAIN INSTALLED, OR WHERE GRAVEL BACKFILL IS USED, OR

WHERE EXPANSIVE CLAYS ARE PRESENT; INSTALL 1m LONG SUBSOIL DRAIN ATTHE BOTTOM OF THE PIT.

CHANNEL TO BETRANSITIONED0.60m ON BOTHSIDES OF GRATING

LINE OF KERB

GRATE & SURROUND TO BECLASS D 'BICYCLE SAFE' INACCORDANCE WITHAUSTRALIAN STANDARDS.

SEE NOTE 2

INTERNAL OPENING OFCOVER 600mm x 350mm








SPOON PIT WITH GRATING

SD 495

450 A

PPRO

X.

610

SPOONDRAIN

230

600 450 APPROX.

R2.0 R2.0

R2.0

CONCRETE PATH

100

100370 (MIN)100

FOOTPATH

NATURE STRIP

40

A

A

NOT TO SCALE

DEPT

H VA

RIES

SECTION A-A

R1.0 R1.0

100

175

10

NOTES:

1. EDGE CONCRETE AROUND PERIMETER OF GRATE.2. TOP OF GRATE 50mm BELOW EDGE OF PATH.3. DO NOT BOND GRATE TO TO CONCRETE TO ALLOW EASY ACCESS TO PIT.4. CONCRETE TO BE SMOOTH TROWELLED FINISH.5. GRATE FRAME TO BE OILED IF INSTALLED IN WET CONCRETE.6. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS


115

SPOONDRAIN

EDGE PATH

GRATE TO BE CLASS B "BICYCLESAFE" IN ACCORDANCE WITHAUSTRALIAN STANDARDS

GRATE TO BE CLASS B "BICYCLESAFE" IN ACCORDANCE WITH

AUSTRALIAN STANDARDS

MATCH EDGE PATH CLEAR OPENING 30mm








MODIFIED EXISTING PIT TO GRATED PIT

IN VEHICLE CROSSING / LAYBACK

SD 496

NOT TO SCALE


45°

WALL THICKNESS.150mm MINIMUM

NOTES:

1. FOR PIT DIMENSIONING REFER TO IDMSTANDARD DRAWING SD400.

2. EXISTING PIT MUST BE REMOVED ANDREBUILT UNLESS EXISTING PIT IS CHECKED& CERTIFIED AS TRAFFICABLE TYPE.

3. WHERE NO SUBSOIL DRAIN INSTALLED, ORWHERE GRAVEL BACKFILL IS USED, ORWHERE EXPANSIVE CLAYS ARE PRESENT;INSTALL 1m LONG SUBSOIL DRAIN AT THEBOTTOM OF THE PIT.

Ø

BACK

OF

KERB

LIP O

F KE

RB/

EDGE

OF

ROAD

SECTION A-A

A A

SM2 (

M) EDGE OF CONCRETE DRIVEWAY

INVE

RT O

F KE

RB

2 No. 1000 LONG N10 BARS AT PITCORNERS RECOMMENDED IN ADDITIONTO DRIVEWAY REINFORCEMENT FORCRACK CONTROL

GRATE & SURROUND TO BE CLASS D "BICYCLE SAFE"IN ACCORDANCE WITH AUSTRALIAN STANDARDS.

GRATES MATCHING THE PROFILE OF LAYBACKPROFILE ARE PREFERRED. GRATE TYPE TO BE

APPROVED PRIOR TO INSTALLATION

SEE NOTE 3

SL92 MESHCENTRALLY

PLACED

SEE NOTE 3

GRATE & SURROUND TO BECLASS D "BICYCLE SAFE" IN

ACCORDANCE WITHAUSTRALIAN STANDARDS.

GRATES MATCHING THEPROFILE OF THE EXISTING

KERB AND CHANNEL ANDLAYBACK ARE PREFFERRED.







300

300

TYPICAL BEACHED CATCH DRAIN

6:1 6:1

300

300

TYPICAL GRASS CATCH DRAIN SECTIONS

6:1 6:1

TYPICAL CATCH DRAIN AT TOE OF BATTER

TYPICAL MOUNDED CATCH DRAIN(ERODABLE TERRAIN)

4 TO 16 TO 1

CATCH DRAIN DETAILS

SD 500

FILL BATTER

NATURALSURFACE

100mm DEPTH TOPSOIL ORHYDROMULCH AS SPECIFIED

NOTES:

1. CATCH DRAINS SHALL BE CONSTRUCTED WHEREINDICATED ON ALIGNMENT PLANS.

2. CATCH DRAINS LOCATION RELATIVE TO THEBATTER SHALL BE DETERMINED BY THE COUNCILREPRESENTATIVE.

3. CATCH DRAINS SHALL BE GRADED TO CULVERTSOR EXISTING LOW POINTS.

4. CATCH DRAINS SHALL BE LINED WITH TOPSOILOR HYDROMULCH AS SHOWN.

5. REFER SD460 FOR INLET CATCH PIT DETAILS.

300 MIN

150 MIN

NOT TO SCALE


300

TOPSOIL OR HYDROMULCHAS SPECIFIED

TYPE 1, 150mm DIA. MIN.ROCK BEACHINGAS SPECIFIEDNATURAL

SURFACE

GEOTEXTILEAS SPECIFIED

GEOTEXTILEAS SPECIFIED

GRASS

COMPACTEDEARTH MOUND

UNDISTURBEDNATURAL SURFACE

UNDISTURBEDNATURAL SURFACE

STRIPPED SURFACE








SCALE 1:25TYPICAL CROSS SECTION

300 MIN.

HOUSE DRAIN TO KERB & CHANNEL

SD 505

PROP

ERTY

LINE

'B2' PROFILE

'SM2' PROFILE

IO

TEE


NOTES:

1. LOCATION OF HOUSE DRAINS WITHIN PROPERTY BOUNDARYTO BE MARKED WITH AN APPROVED TAPE TIED TO EXTENDTHROUGH FINISHED SURFACE FOR EASY LOCATION BYBUILDERS.

2. F.C.R. BACKFILL TO BE USED UNDER ROAD PAVEMENT.3. AS PER AS 2032:2006 TABLE 5.1: WHERE SUBJECT TO VEHICLE

LOADING, THE MINIMUM COVER FOR PVC PIPES IS 0.45m.WHERE NOT SUBJECT TO VEHICLE LOADING THE MINIMUMCOVER FOR PVC PIPES 0.3m.

4. REFER TO PLUMBING CODE OF AUSTRALIA FOR ALL PIPELAYING AND JOINTING REQUIREMENTS.

NOT TO SCALE

50mm COMPACTED DEPTH OFAPPROVED BEDDING SAND DESIGN MINIMUM GRADE 1:100

ABSOLUTE MINIMUM GRADE 1:150

100Ø SN6 SJWU-PVC PIPE ONLY

100Ø MIN PIPE SIZE

TEMPORARY CAP

CONCRETE FOOTPATH125mm DEPTH WITH SL72 MESH

INSPECTION SHAFT TO TEMPORARILYEXTEND 300 ABOVE FINISHED SURFACE

LEVEL (WITH PUSH ON CAP) DURINGCONSTRUCTION PHASE OF WORKS.

REFER SD140 'HEAVY DUTY KERB ADAPTORSFOR B2 & SM2 KERBS' FOR FURTHER DETAIL.

LINE OF KERB

LINE OF KERB








SD 510


300 MIN

PROP

ERTY

LINE

600

(DES

IRAB

LEMI

NIMU

M)

100 MIN

45°

45°IO

90°TEE

ROADWAY

ROAD RESERVE

NOTES:

1. 20mm CLASS 3 F.C.R. BACKFILL TO BE USED UNDER ROAD PAVEMENT.2. CONCRETE KERB TO BE STAMPED WHEN CURING WITH THE LETTER 'D'

ADJACENT THE HOUSE DRAIN CONNECTION POINT.3. REFER TO PLUMBING CODE OF AUSTRALIA FOR ALL PIPE LAYING AND

JOINTING REQUIREMENTS.

150

MIN

OUTFALL DIRECT TO DRAINAGE PIT

OUTFALL DIRECT TO PIPE

(STREET DRAINAGE)

(UNDER ROAD PAVEMENT)

HOUSE DRAIN UNDER ROAD PAVEMENT

NOT TO SCALE

IO

90°TEE

150-100ØREDUCER

OFFSET TAPER

150MIN

DESIGN MINIMUM GRADE 1:100ABSOLUTE MINIMUM GRADE 1:150

50mm COMPACTED DEPTH OFAPPROVED BEDDING SAND

150Ø SN6SWJ U-PVC

100Ø MIN PIPE SIZE

TEMPORARY CAP

INSPECTION SHAFT TO TEMPORARILY EXTEND 300ABOVE FINISHED SURFACE LEVEL (WITH PUSH ON CAP)

DURING CONSTRUCTION PHASE OF WORKS.

REFER SD515


FAUCET TO BE INSTALLED INTOPIT WALL DURING CONSTRUCTIONTO SUIT 150Ø PIPE








STREET DRAIN CONNECTION

SD 515

NOT TO SCALETYPICAL CROSS SECTION

FUTU

RE P

ROPE

RTY

CONN

ECTI

ON

EXISTING/NEWKERB PROFILE

150

300 MIN.

100Ø SN6SWJ U-PVC'T' JUNCTION


NOT TO SCALE

150-100ØREDUCEROFFSET TAPER

600 B

ELOW

TOP

OF

KERB

(DES

IRAB

LE M

INIM

UM)

150 F

INIS

HED

LEVE

L TO

I.O.

NOTES:

1. REFER TO PLUMBING CODE OF AUSTRALIA FORALL PIPE LAYING AND JOINTING REQUIREMENTS.

REINSTATE WITH SEEDEDTOPSOIL TO 100mm DEPTH

THE LETTER 'D' IS TO BE IMPRINTED INTHE FACE OF KERB (40mm HIGH)

CONNECT TO STORMWATER PIPEWITH 150Ø 'CONCONECT' ORAPPROVED EQUIVALENT. TO BEINSTALLED AS PER MANUFACTURERSRECOMMENDATIONS. RISER TO JOINWITH PIPE CONNECTOR VIA SWJ.

150Ø SN6 SWJU-PVC 'T' JUNCTION

SUB-BASE PAVEMENT LAYER

PROPERTY CONNECTIONPOINT TO BE CAPPED.

100Ø MIN PIPE SIZE

LINE OF KERB

PROPERTY LINE

INSPECTION SHAFT TO TEMPORARILYEXTEND 500 ABOVE FINISHEDSURFACE LEVEL DURINGCONSTRUCTION PHASE OF WORKS.

150Ø SN6 SWJU-PVC RISER FOR

INSPECTION OPENING

SCREW ON CAP








STREET DRAIN CONNECTION

(45° TO PIPE WHERE COVER LIMITED)

SD 516


FUTU

RE P

ROPE

RTY

CONN

ECTI

ON

600 B

ELOW

TOP

OF

KERB

(DES

IRAB

LE M

INIM

UM)

300 MIN.

100Ø SEWERSN6 U-PVC'T' JUNCTION

150 F

INIS

HED

LEVE

L TO

I.O.

FINISHEDSURFACE

NOT TO SCALETYPICAL CROSS SECTION

EXISTING/NEWKERB PROFILE

300

250 M

IN.

NOT TO SCALE

150-100ØREDUCEROFFSET TAPER

45°

NOTES:

1. REFER TO PLUMBING CODE OF AUSTRALIA FORALL PIPE LAYING AND JOINTING REQUIREMENTS.

REINSTATE WITH SEEDEDTOPSOIL TO 100mm DEPTH

THE LETTER 'D' IS TO BE IMPRINTED INTHE FACE OF KERB (40mm HIGH)

150Ø CONNECT TOSTORMWATER PIPE WITH'CONCONECT' OR APPROVEDEQUIVALENT. TO BE INSTALLEDAS PER MANUFACTURERSRECOMMENDATIONS.

150Ø SEWER CLASSM-PVC 'Y' JUNCTION

SUB-BASE PAVEMENT LAYER

PROPERTY CONNECTIONPOINT TO BE CAPPED.

100Ø MIN PIPE SIZE

PROPERTY LINE

INSPECTION SHAFT TO TEMPORARILYEXTEND 500 ABOVE FINISHEDSURFACE LEVEL DURINGCONSTRUCTION PHASE OF WORKS.

150Ø SEWER SN6U-PVC RISER FOR

INSPECTION OPENING

SCREW ON CAP

LINE OF KERB








258

258

258

EASEMENT DRAIN CONNECTION

SD 520

NOT TO SCALESECTION A-A

NOT TO SCALECOLLECTION PIT - PLAN

SIDE ELEVATIONNOT TO SCALE

NATURALSURFACE

DEPT

H TO

PIP

EVA

RIES

-500

MIN

.

40

NOTES:

1. EDGE CONCRETE AROUND PERIMETER OF GRATE.2. TOP OF GRATE 40mm (min) BELOW FINISHED SURFACE.3. DO NOT BOND GRATE TO CONCRETE TO ALLOW EASY ACCESS TO PIT.4. CONCRETE TO BE SMOOTH TROWELLED FINISH.5. GRATE FRAME TO BE OILED IF INSTALLED IN WET CONCRETE.6. CONCRETE STRENGTH F'C = 25MPa. (MIN) AT 28 DAYS7. SEAL UP AND MAKE GOOD PIPE CONNECTION / INSERTION TO PIT.8. PROPERTY CONNECTION MIN 100Ø PIPE AS PER CLAUSE 16.10.2 (PIPE DIAMETERS).


100

450100

FINISHEDSURFACE

40

A

A

DEPT

H VA

RIES

258

6 FINISHEDSURFACE

100

190

NOT TO SCALE

FLOW

A

A

30

PROPERTYCONNECTION

EASEMENTDRAIN

EASEMENTDRAIN

GRATE TO BE CLASS B "BICYCLESAFE" IN ACCORDANCE WITHAUSTRALIAN STANDARDS

CAST IN 1.0m (MIN) 100Ø SN6SWJ U-PVC PROPERTY

CONNECTION STUB AT 1 IN 100GRADE (MIN). STUB TO BE

CAPPED IF FOR FUTURECONNECTION.

EASEMENT DRAINDIAMETER VARIES

CONNECT TO STORMWATER PIPE WITH 150Ø'CONCONECT' OR APPROVED EQUIVALENT.TO BE INSTALLED AS PER MANUFACTURERSRECOMMENDATIONS. RISER TO JOIN WITHPIPE CONNECTOR VIA SWJ.

20mm NOM SIZE CLASS 3 FINECRUSHED ROCK COMPACTED TO95%MODIFIED RELATIVE COMPACTIONIN 150mm THICK LAYERS

150Ø SN8 SWJ U-PVC RISER

450 x 450 GRATEDCOLLECTION PIT








FLUSHOUT RISER DETAIL

SD 525

NOT TO SCALE


TYPICAL FLUSHOUT RISER PLAN30

0 MIN

500 M

AX45

020

0

200 200450

FILTER

TYPICAL FLUSHOUT RISER SECTION

FLUSHOUT RISER COVER(REFER SD530)

EDGE OF SHOULDEROR BACK OF KERB.

JOINS SUBSOIL DRAIN

150 DEEP CONCRETE APRONREINFORCED WITH SL81

FLUSHOUT RISER COVER(REFER SD530)

150 DEEP CONCRETE APRONREINFORCED WITH SL81

20 MPa CONC. BEDDING(750x750x150mm )

R1.0








CONCRETE PLUG

320

315

60 30

SECTION

PLAN

FLUSHOUT RISER COVER DETAIL

450

450325315

205

CONCRETE SURROUND

SECTION

PLAN

FLUSHOUT RISER COVER DETAIL

SD 530

NOT TO SCALE


10 Ø MS WELDRING (380 Ø)

10 Ø GALVANISED MSROD 310 LONG

6 Ø MS WELD RING (260 Ø)

LIFTING POINT

LIFTING POINT6 Ø MS WELD RING (260 Ø)

10 Ø GALVANISED MSROD 310 LONG








DRAINAGE PIPE ANCHOR BLOCK

SD 535


WIDTH OF TRENCH(O.D. +300)

150

225

150150

O.D.

* 'O.D.' DENOTES OUTSIDE DIAMETER

ELEVATION

A

A

150

225

O.D.

75PIPE BEDDING

NOTES:

1. FOR USE ON PIPE AT GRADES OF 1 IN 10 OR GREATER.2. TO BE CONSTRUCTED AT A MAXIMUM OF 10m CTRS.3. CONCRETE STRENGTH TO BE 25MPa.

SECTION A-A

300

NOT TO SCALE

COLLAR TO BE LOCATEDUPSTREAM OF ANCHOR

RUBBER RING JOINT








SD 600


TYPICAL ROAD PROFILES RURAL

NOT TO SCALE

ROAD RESERVE (C)

PAVEMENT (A +600)

SHOULDER(B)

VERGE600

SHOULDER(B)SPRAYED SEAL (A)

1000(DESIRABLE MINIMUM)

VERGE600

1 IN 33 ( 3.0% ) 1 IN 33 ( 3.0% )1 IN 25( 4.0% )

1 IN 25( 4.0% )

1 IN 3( 33.3% )

1 IN 3( 33.3% )

1 IN 20 ( 5.0% )>1 IN 20( > 5.0% ) 1 IN 20 ( 5.0% )

BASE & SUB-BASE DEPTH OF MATERIAL TO BE SPECIFIED IN ACCORDANCE WITH IDM DESIGN GUIDELINES

BASE & SUB-BASE DEPTH OF MATERIAL TO BESPECIFIED IN ACCORDANCE WITH IDM DESIGN GUIDELINES

FOR DIMENSIONS (A) (B) & (C) REFER TO IDM DESIGN GUIDELINES:CLAUSE 12.4 TABLE 6 - 'RURAL ROAD CHARACTERISTICS'.

VERGE1200

VERGE1200GRAVEL SURFACE 4000 - 6000

TOLERANCE FOR MAINTENANCEGRADING IS +/- 0.5%

TYPICAL CROSS SECTIONSEALED ROAD

TYPICAL CROSS SECTIONGRAVEL ROAD

TYPICAL OPEN TABLE DRAINS

'V' CUT TYPE

VERGE

100600

VERGE

100

'TRAPEZOIDAL' CUT TYPE

NOTE:INVERT OF 'TRAPEZOIDAL' TABLE DRAINSTO BE BELOW THE BASE OF PAVEMENT.

NOTE:INVERT OF 'V' TABLE DRAINS TO BEBELOW THE BASE OF PAVEMENT.

>1 IN 20( > 5.0% )

BASE OF PAVEMENT

INVERT OF DRAIN

BASE OF PAVEMENT

VARIES1 IN 6 TYP.(16.7% )

INVERT OF DRAIN

VARIES

300-500

300-500

SD 600


TYPICAL ROAD PROFILES RURAL

NOT TO SCALE






Local GovernmentInfrastructure Design AssociationALL MEASUREMENTS IN MILLIMETRES

SD 605


6.0m (MIN) 3.5m (MIN)3.5m (MIN)14.0m (MIN)

0.05m 1.50m 0.05m1.50m

ACCESS PLACE

7.3m (MIN)3.5m (MIN)16.0m (MIN)

1.50m

ACCESS STREET

0.05m1.50m

3.5m (MIN)

0.50m 2.50m

11.7m (MIN)24.0m (MIN)

COLLECTOR STREET - LEVEL 1

6.0m (MIN)6.0m (MIN)

0.50m2.50m

7.0m (MIN)34.0m (MIN)

COLLECTOR STREET - LEVEL 2

0.50m 2.50m

6.0m (MIN) 7.0m (MIN) 6.2m (MIN)6.0m (MIN)

0.50m2.50m

NOT TO SCALE

TYPICAL ROAD PROFILES ACCESS PLACE& STREET / COLLECTOR LEVEL 1 & 2

NOTES:1. REFER TO IDM DESIGN GUIDELINES: SECTION 12, TABLE 2 -

'URBAN ROAD / STREET CHARACTERISTICS'.2. PROFILES TO BE USED FOR LOW DENSITY RESIDENTIAL

ZONES - RURAL ONLY. FOR LOW DENSITY RESIDENTIALZONES - URBAN SEE PROFILES FOR URBAN ROADS.

0.05m

SD 605


NOT TO SCALE

TYPICAL ROAD PROFILES ACCESS PLACE& STREET / COLLECTOR LEVEL 1 & 2







SD 610


LOW DENSITY RESIDENTIAL COLLECTOR ROAD - GROUP A COUNCILS

LOW DENSITY RESIDENTIAL COLLECTOR ROAD - SOUTH GIPPSLAND

7.5m (MIN)16.0m (MIN)

6.2m1.5m(MIN)

20.0m1.5m(MIN)

RURAL ACCESS - GROUP A COUNCILS

RURAL ACCESS - GROUP B COUNCILS

1.5m(MIN)

1.5m(MIN)

4.0m (MIN)0 - 50 V.P.D.4.0m (MIN)51 - 150 V.P.D.6.2m (MIN)+ 150 V.P.D.

GRAVELSEALSEAL

* V.P.D. = VEHICLES PER DAY

20.0m

0 - 50 V.P.D. 0m + 50 V.P.D. 1.5m6.0m SEAL (MIN)

* V.P.D. = VEHICLES PER DAY

20.0m

0 - 50 V.P.D. 0m + 50 V.P.D. 1.5m

NOT TO SCALE

GROUP A7.0m GROUP B


'RURAL ROAD CHARACTERISTICS'.2. PROFILES TO BE USED FOR LOW DENSITY RESIDENTIAL ZONES

- RURAL ONLY. FOR LOW DENSITY RESIDENTIAL ZONES - URBANSEE PROFILES FOR URBAN ROADS.

TYPICAL ROAD PROFILES LOW DENSITYRESIDENTIAL COLLECTOR / RURAL ACCESS

SD 610


NOT TO SCALE

TYPICAL ROAD PROFILES LOW DENSITYRESIDENTIAL COLLECTOR / RURAL ACCESS







6.2m

20.0m

RURAL LIVING ACCESS ROAD

6.2m (min) - GROUP A COUNCILS7.0m (min) - GROUP B COUNCILS

20.0m1.5m(MIN)

RURAL LIVING COLLECTOR ROAD

LOW DENSITY RESIDENTIAL ACCESS ROAD

7.0m

20.0m


'RURAL ROAD CHARACTERISTICS'.2. PROFILES TO BE USED FOR LOW DENSITY RESIDENTIAL

ZONES - RURAL ONLY. FOR LOW DENSITY RESIDENTIAL ZONES- URBAN SEE PROFILES FOR URBAN ROADS.

1.5m(MIN)

1.5m(MIN)

1.5m(MIN)

1.5m(MIN)

1.5m(MIN)

SD 615


NOT TO SCALE

TYPICAL ROAD PROFILES RURAL LIVING ACCESS &COLLECTOR / LOW DENSITY RESIDENTIAL ACCESS







COMMERCIAL STREET

32.0m (MIN)4.8m (MIN)4.8m (MIN) 22.0m (MIN)

60° PARKING5.1m (min) - 6.3m (max)

60° PARKING5.1m (min) - 6.3m (max)

12.5m (MIN)25.0m (MIN)

INDUSTRIAL STREET

6.1m (MIN)6.1m (MIN)

PARKINGPARALLEL

PARKINGPARALLEL

NOTE:REFER TO IDM DESIGN GUIDELINES: SECTION 12, TABLE 2 -'URBAN ROAD / STREET CHARACTERISTICS'.

0.05m 1.50m 0.05m1.50m

FOOTPATH FOOTPATH


SD 620

NOT TO SCALE

TYPICAL ROAD PROFILESCOMMERCIAL STREET/ INDUSTRIAL STREET







PREFERRED SERVICE LOCATIONS FOR

RURAL ACCESS STREETS

SD 625

NOT TO SCALE


ROADSIDEDRAIN

ROAD DRAINAGE CULVERT

BOUN

DARY

LINE

ROADSIDEDRAIN

BOUN

DARY

LINE

BOUN

DARY

LINE

7.0 TYP.

G3.3

4.25.4

ROADSIDEDRAIN

BOUN

DARY

LINE

ROADSIDEDRAIN

G3.3

4.25.4

ROADDRAINAGECULVERT

BOUN

DARY

LINE

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

W

ROAD

SIDE

DRA

IN

ROAD

SIDE

DRA

IN

DRAIN

ROAD

SIDE

DRA

IN

BOUN

DARY

LINE

ROAD

SIDE

DRA

IN

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

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GG

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GG

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GG

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GG

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GG

GG

GG

GG

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GG

GG

GG

GG

GG

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GG

GG

GG

GG

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GG

GG

GG

GG

GG

GG

GG

GG

G

BED OF DRAIN

W

2.0

W

2.0

T

TVEHICLEACCESSCULVERT

ROAD CORRIDOR

RESERVE WIDTH AS SPECIFIED BY THE RELEVANT AUTHORITY

ROAD CORRIDOR


G

W

NOTES1. MINIMUM DEPTH OF COVER TO ALL UTILITY SERVICES WITH THE EXCEPTION OF2. TELECOMMUNICATIONS SERVICES TO BE 600mm.

TELECOMMUNICATIONS SERVICES ARE TO HAVE A MINIMUM DEPTH OF COVEROF 450mm. REFER TABLE A5 FOR FURTHER DETAILS.

3. MINIMUM DEPTH OF COVER SHALL BE BELOW THE NATURAL SURFACE LEVEL, WITH THE EXCEPTION OFWHERE UNDERGROUND SERVICES PASS UNDER OR IN CLOSE VICINITY TO OPEN DRAINS.

4. WHEN PASSING UNDER OR IN CLOSE PROXIMITY TO OPEN DRAINS, MINIMUM DEPTH OF COVER FORUNDERGROUND

5. SERVICES SHALL BE BELOW BED OF DRAIN LEVEL.6. FOR LOW DENSITY RESIDENTIAL INCORPORATING KERB AND CHANNEL, REFER TO FIGURE 1 FOR DETAILS.

OVERHEAD POWERLINES (BEHIND)

OVERHEAD POWERLINES (BEHIND)


RURAL ACCESS STREETS

SD 625

NOT TO SCALE









RESIDENTIAL ACCESS STREETS

SD 630

NOT TO SCALE



0.05m

0.35m

1.0m4.05m BO

UNDA

RY LI

NE

BACK

OF

KERB

S

BACK

OF

KERB

4.05m

S

BOUN

DARY

LINE

0.35m

1.0m

G RW

0.05m

ELEVATION

1.5m

WID

E FO

OTPA

TH

1.5m

WID

E FO

OTPA

TH

BOUN

DARY

BOUN

DARY

BOUNDARY

BOK

LOK

LOK

FOK

BOK

FOK

PLAN VIEW(ALL CROSS ROAD UTILITY INFRASTRUCTURE OMITTED FOR CLARITY)

LIGHT POLE

BOUNDARY

T

MAX0.9m

W

1.20m

E

T

SWD

SWD

SWD

SWD

SWD

SWD

SS

SS

SS

SS

SS

SS

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

WW

RWRW

RWRW

RWRW

RWRW

SS

SS

SS

SS

SS

SS

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

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EE

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EE

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EE

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EE

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EE

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EE

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EE

EE

EE

EE

EE

EE

EE

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EE

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EE

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EE

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EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

EE

2.5m

2.5m

FOOTPATH1.5mROAD CORRIDOR

0.15m0.3m 0.3m

(MAX)

SWD

SWD

SWD

SWD

SWD

SWD

1.5mFOOTPATH

LEGEND

G

S S

E

W

RW

SWD

NOTES

1. MINIMUM DEPTH OF COVER TO ALL UTILITY SERVICES WITH THEEXCEPTION OF TELECOMMUNICATIONS SERVICES TO BE 600mm.TELECOMMUNICATIONS SERVICES ARE TO HAVE A MINIMUMDEPTH OF COVER OF 450mm. REFER TABLE A5 FOR FURTHERDETAILS.

2. LIGHT POLE STANDARD OFFSET TO BE 800mm FROM BACK OFKERB TO FACE OF POLE UNLESS THERE IS A CONFLICT WITHUNDERGROUND SERVICES.

3. THE PREFERRED SEWER LOCATION IS OUTSIDE OF THE ROADRESERVE. WHERE IT IS NECESSARY FOR THE SEWER TO BEWITHIN THE ROAD RESERVE, IT SHALL BE LOCATED AS INDICATEDON THE CROSS SECTIONS.

4. WHERE STORM WATER ASSETS BELONG TO MELBOURNE WATERAND ARE GREATER THAN 750mm IN DIAMETER, CONTACT SHOULDBE MADE WITH MELBOURNE WATER TO DETERMINE ITS REQUIREDLOCATION IN RELATION TO STREET TREES.

5. LOCATIONS OF STREET TREES, STREET LIGHTS, DRIVEWAYS ANDPROPERTY BOUNDARIES ARE SHOWN INDICATIVELY ONLY.

TYPICAL DRIVEWAY

LIGHT POLE,REFER NOTE 2

STREET TREE CENTRALLYLOCATED BETWEEN EDGE OFFOOTPATH AND BACK OF KERB

TREE ZONE5.0m DIAMETER x 0.6m DEEP

DRAINAGECORRIDOR

SWD

DRAINAGECORRIDOR

SWD

ELEC. PIT

1.2m WIDE SHARED TRENCH


STREET TREE CENTRALLYLOCATED BETWEEN EDGE OF

FOOTPATH AND BACK OF KERB

STREETTREE

STREETTREE

SWD PIT SWD PIT

ELEC PIT

ELEC. PIT

ELEC PIT

2.10m

2.90m

2.50m

1.725m

1.55m

1.725m








COLLECTOR ROAD LEVEL 1

SD 635

NOT TO SCALE


LEGEND

G

S S

E

W

RW

SWD

NOTES

1. MINIMUM DEPTH OF COVER TO ALL UTILITY SERVICES WITH THEEXCEPTION OF TELECOMMUNICATIONS SERVICES TO BE 600mm.TELECOMMUNICATIONS SERVICES ARE TO HAVE A MINIMUM DEPTHOF COVER OF 450mm. REFER TABLE A5 FOR FURTHER DETAILS.

2. WHERE STORM WATER ASSETS BELONG TO MELBOURNE WATERAND ARE GREATER THAN 750mm IN DIAMETER, CONTACT SHOULDBE MADE WITH MELBOURNE WATER TO DETERMINE ITS REQUIREDLOCATION IN RELATION TO STREET TREES.

3. LOCATIONS OF STREET TREES, STREET LIGHTS, DRIVEWAYS ANDPROPERTY BOUNDARIES ARE SHOWN INDICATIVELY ONLY.

0.5m 2.5m

6.0m

0.35m

1.5m

SHARED PATH

S

BOUN

DARY

LINE

BACK

OF

KERB

0.5m

0.35m

1.5m

G

6.0m BOUN

DARY

LINE

3.55m3.95m

4.35m

BACK

OF

KERB

3.175m

S

0.90m

2.5mSHARED PATH

0.3m

E

2.5m

WID

E SH

ARED

PAT

H

BOUNDARY

BOUNDARY

LOK

FOK

BOK

LOK

FOK

BOK

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

BOUN

DARY

2.5m

WID

E SH

ARED

PAT

H


ELEVATION

1.35mMAX

0.90m

BOUN

DARY

MIN MIN

SWD

SWD

SWD

SWD

SWD

SWD

RWRW

RWRW

RWRW

RWRW

WW

WW

WW

WW

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GG

GG

GG

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GG

GG

GG

GG

GG

T

3.175m

SWD

SWD

SWD

SWD

SWD

SWD

EE

EE

EE

EE

EE

EE

EE

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EE

EE

EE

EE

EE

EE

EE

W T

0.8mMIN

4.00m0.45m

CL

2.5m2.5

m

RW


ROAD CORRIDOR

STREET TREE CENTRALLYLOCATED BETWEEN EDGE OFFOOTPATH AND BACK OF KERB


DRAINAGE CORRIDORSWD

DRAINAGE CORRIDORSWD

ELEC PIT

0.9m WIDEELECTRICITY TRENCH

TREE ZONE5.0m DIAMETER x 0.6m DEEPSTREET TREE CENTRALLY

LOCATED BETWEEN EDGE OFFOOTPATH AND BACK OF KERB

LIGHT POLE

ELEC. PIT

STREETTREE

SWDPIT

STREETTREE

SWD PIT

TYPICAL DRIVEWAY ELEC PIT

LIGHT POLE

ELEC. PIT







MIN

BOUN

DARY

LINE BA

CK O

F KE

RB

1.5m BOUN

DARY

LINE

BACK

OF

KERB


SS

SWD

SWD

SWD

SWD

SWD

LOK

FOK

BOK

LOK

FOK

BOK

SS

SS

SS

SS

SS


BOUN

DARY

LOK

FOK

BOK

BOUN

DARY

FOK

LOK

BOK

ELEVATION

SWD

SWD

SWD

SWD

SWD

MAX0.9m

0.3m

2.5m

2.5m

RWRW

RWRW

RWRW

RWW

WW

WW

WW

WW

WW

WW

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SS

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E

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

SWD

3.675m4.05m

2.5m

T

MINROAD CORRIDOR ROAD CORRIDOR

1.0m

6.0m (MIN)0.8m

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

GG

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GG

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GG

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GG

G

1.0m3.0m

WID

E FO

OTPA

TH

GT

W

4.45m4.85m

RW

0.5m 3.0m

0.35m

1.5m

FOOTPATH0.5m

0.35m

FOOTPATH MIN

1.20m(MAX)

E

3.0m0.8m

2.5m

WID

E SH

ARED

PAT

H

STREETTREE

LEGEND

G

S

E

W

RW

SWD

BOUNDARY

STREET TREE CENTRALLY LOCATEDBETWEEN EDGE OF FOOTPATH ANDBACK OF KERB

ELEC PIT

1.2m (MAX) WIDESHARED TRENCH

TREE ZONE5.0m DIAMETER x0.6m DEEP

TRUNK SERVICE CORRIDOR

STREET TREE

TYPICALDRIVEWAY

STREET TREE CENTRALLY LOCATEDBETWEEN EDGE OF FOOTPATH ANDBACK OF KERB

STREET TREE CENTRALLY LOCATEDBETWEEN EDGE OF FOOTPATH AND

BACK OF KERB

LIGHT POLELIGHT POLELIGHT POLE

TRUNK SERVICE CORRIDOR TRUNK SERVICE CORRIDOR

TREE ZONE5.0m DIAMETER x

0.6m DEEP

SWDSWD SWD

DRAINAGE CORRIDOR

ELEC PIT

ELEC PIT

ELEC PIT

TRUNK SERVICECORRIDOR



LIGHT POLE LIGHT POLE LIGHT POLE

SWD PIT SWD PITSWD PIT SWD PIT

STREET TREE STREET TREE

TREE ZONE5.0m DIAMETER x

0.6m DEEP



COLLECTOR ROAD LEVEL 2

SD 640

NOT TO SCALE








DESIGN ENGINEER’S CHECKLIST #D1 –REQUEST FOR FUNCTIONAL LAYOUT APPROVAL

DEVELOPMENT TITLE STAGE

PLANNING PERMIT NUMBER

CONSULTANT’S REFERENCE

DEVELOPER’S REPRESENTATIVE

NUMBER OF PLANS IN SET

CHECKLIST #D1

ITEM Y / N / NA OR COMMENT

DESIGNER’S INITIALS

General

Is th e de sign is in accordance with the planning permit conditions and th e endorsed plan?

Do other planning permits affect this development? (if yes, list permit numbers)

Is the design in accordance with the Development Plan?

Is the funct ional design is in accordance with Council’s Inf rastructure Design Manual?

Has c onsultation tak en pl ace wit h al l rel evant a uthorities? If yes, list th e authorities below.(attach separate list if necessary).

Has c onsultation h as tak en pl ace w ith a ll relevant la ndowners a nd affected persons? List those consulted below (attach separate list if necessary).

Has the Design Engineer has inspected the site?

Has a detailed field survey has been undertaken of the site?

Has the environmental values of the site have been identified?

Has protection of nat ive v egetation and habitat b een c onsidered a nd is it reflected in lot layout and overall design?

Has revegetation requirements been considered and documented?

CHECKLIST #D1



Has protection of water bodies and waterways been considered?

Have service location plans been obtained for ALL services?

Do th e plan s clea rly sh ow allo tment la yout, with a llotments n umbered a nd dimensioned, reserves clearly identified and proposed easements shown?

Road Layout Plans

Are street names are nominated?

Do plans show road hierarchy?

Are estimated traffic volumes shown on plans (for each stage of any staged developments).

Have road widths between inverts of kerbs are nominated?

Are road reserve widths clearly nominated on plans?

Are kerb profiles are nominated?

Have public transport, including DOT, requirements been reflected in the road widths?

Has local area traffic management been considered and reflected in proposed designs?

Intersections internal to the deve lopment are sh own in sufficie nt d etail to support proposed design, including proposed kerb radii.

Are int ersections exter nal to the dev elopment sh own in sufficient deta il to support proposed design?

Are cr itical v ehicle t urning movements s hown o n s eparate plans, i ncluding turning at intersections and cul-de-sacs?

Do plans show traffic implications of staged development if relevant?

Carpark Layout Plans

Do c arpark l ayout plan s how o n-street, off-street a nd d isabled p arking a s required?

Drainage Layout Plans

Has the total catchment area has been identified and shown?

Do the plans show Natural Surface Contour Lines to AHD?

CHECKLIST #D1



Are 100 year ARI flood levels identified on plans?

Do plans show approximate Design Contour Lines to AHD?

Are proposed sub-catchment boundaries shown on drainage layout plan?

Do plans show the co-efficient of runoff for each sub-catchment?

Do plans s hown l ayout and ap proximate sizes of th e p roposed drainage systems?

Are pipe materials nominated?

Has the over land flow path/s been nominated and approximate depth of fl ow shown?

Is the drainage discharge point shown?

Is the proposed treatment shown in suffic ient detail to support approval of the functional layout?

Are exist ing dr ainage services confirmed on plans a nd pr oposed co nnection points shown?

If relevant, do plans show drainage implications of staged development?

Associated Documents

Has a Traffic Management Report been prepared and does it accompany this submission?

Has any deviations between the pr oposed des ign and the recommendations within the Traffic Management Report been noted on the plan?

Has the need for Developer contributions or headworks charges been identified and a preliminary cost-sharing proposal to Council for early consideration been supplied?

The plans provided with this submission for approval of functional layout have been prepared in accordance with the relevant sections of the Council’s Manual. All of the above checklist items have been initialled as correct and complete, or marked N/A (not applicable) as appropriate.

Signed Dated

DESIGN ENGINEER’S CHECKLIST #D2 – REQUEST FOR DETAILED DESIGN APPROVAL






CHECKLIST #D2



General Design Requirements

Is the detailed des ign in accordance with the planning p ermit c onditions an d t he endorsed p lan, and has th e p hysical d esign fe atures be en i ncorporated on construction plans.

Has the Plan of Subdivision has been certified at the time of this submission?

Is the detailed design in accordance with the plan for certification?

Are the easement locations and widths in accordance with certified plan?

Is the detailed design in accordance with Council’s Infrastructure Design Manual?

Has environmental protection during development construction been considered and requirements are documented (e.g. erosion protection, silt migration etc.)?

Have revegetation requirements been considered and are documented?

Has protection of water bodies and waterways been considered and requirements are documented?

Have th e necessary c onsents be en o btained fr om other service authorities? L ist consents received below:

General Plan Requirements

Is the drawing list included?

Are Council-nominated drawings numbers shown?

CHECKLIST #D2



Is there a locality plan included?

Is the north arrow shown on all layout plans and detailed plans (should be shown up or to left).

Do all plans have correct scales shown?

Do all plans have comprehensive legends?

Do plans include standard notes? Are they applicable and clear?

Do p lans cl early sh ow al lotment l ayout, num bered al lotments, a ll di mensions, reserves and easements?

Is the limit of works shown on all layout plans?

Are all dams, wells, depressions and watercourses and fill requirements identified?

Are existing fill areas shown?

Are existing features and structures shown?

Are existing service locations and poles shown?

Are existing trees shown? Does the design attempt to retain trees?

Is existing native vegetation shown and suitably specified? Does design attempt to retain significant native vegetation?

Road Layout Plans

Is the datum shown to AHD?

Are scales in accordance with the Manual requirements?

Are PSM's and TBM's marked on the plans?

Are proposed service locations and offsets tabulated?

Are all required service conduit locations are indicated on the plans?

Are footpaths a minimum width of 1.5 m and located at correct offset?

Are shared paths minimum width of 2.5 m, and is their location clearly shown?

Are kerb crossings at appropriate locations and fully documented?

Are vehicle crossings shown on plans?

CHECKLIST #D2



Do all vehicle crossings cater for a standard car?

Are any crossings located over easements?

Are any crossings located closer than 9m to the intersection?

Have all turning movements been checked and intersections designed accordingly?

Are street names acceptable to Council shown on plans?

Are road widths between inverts of kerbs nominated?

Are kerb profiles nominated?

Are road chainages shown?

Street Name Signage, Linemarking, and Traffic Control Plans

Are the locations and type of all new signage complying with the Australian Standards shown on plans?.

Is any existing signage to be removed or relocated shown on plans?

Are the locations and type of all li nemarking complying w ith Australian Standards shown on plans?

Is any existing linemarking to be removed shown on plans?

Are traffic calming devices designed and documented in accordance with Austroads “Guide to Road Design” and any VicRoads supplement to those guidelines, with the Manual, and with the accepted functional layout plan?

Does the limit of works of roads include temporary turning area if required?

Has the necessary ‘No Road’ signage or hazard markers been provided?

Road Longitudinal Sections

Are road names shown on longitudinal sections?


Is the Datum RL to AHD shown?

Are natural surface profile and levels shown at crown?

Are design surface profile and levels shown at crown?

CHECKLIST #D2



Have levels b een checked by Design Engineer, do they comply with Manual, and match into existing surfaces?

Is depth of cut/fill to crown shown?

Are design surface profile and levels shown at left and right back of kerb (including high and low points)?

Are grades as + or – percent to tw o (2) decimal places sh own i n d irection of chainages?

Have grades been checked by Design Engineer, and do they comply with Manual, and match into existing grades. Min. grade = % Max. grade = % Match existing?

Are all vertical curve lengths and I.P values shown?

Are vertical curve levels shown at maximum intervals of 10 metres?

Are minimum kerb grades achieved?

Have levels a nd gra des given on lo ng sections b een che cked by the Design Engineer?

Do levels and grades match into existing abutting roadworks?

Is the minimum length of vertical curve for >1% grade change, 15 m (except on kerb returns).

Does the external road grading for future stages extend a minimum of 100 metres beyond the limit of works?

Does the vertical curves and longitudinal grades provide satisfactory sight distances for standard roads, particularly at intersections?

Has the coordination of ve rtical and horizontal curves provided a desirable design outcome?

Road Cross-Sections

Has th e Des ign En gineer checked that cross-s ections agre e with l ongitudinal sections?

CHECKLIST #D2



Is the datum is shown on every cross-section?

Do scales comply with the Manual?

Are road names and chainage references shown?

Are natural and design levels given at:

Back of kerb?

Lip of kerb?

Crown?

Property lines?

Front of footpath?

Table drain inverts (where applicable)?

Top and toe of batters (where applicable)?

Are all pavement, nature strip, footpath and batter crossfalls in accordance with the Manual?

Typical Cross-Sections and Traffic/Road Details

Are typical cross-sections presented in accordance with the ‘Information to be Shown on Plans’ requirements of the Manual?

Are road name and chainage references noted, if applicable?

Are profile and geometry of design surface grades shown as % or 1 in X and comply with Manual requirements?

Are details of road pavement construction, including materials, compaction and type of seal shown?

Are details of footpath construction, including materials, compaction and seal shown, or is the relevant standard drawing noted?

Are typical alignment of services, subsoil drainage and landscaping shown?

Are kerb and channel types are nominated?

Is kerb and channel construction detailed or standard drawings noted?

CHECKLIST #D2



Intersection, Court and Curve Details

Are road names shown?

Are road chainages shown?

Are intersection details shown at correct scales in accordance with Manual?

Are at least four kerb levels given on every kerb radial?

Do tangent point levels and chainages align with longitudinal and cross sections?

Are set-out details shown including angle, radii and tangent points?

Are design Surface contours shown to AHD at 50 mm maximum intervals?

Are back of kerb levels shown to AHD?

Are footpath levels shown?

Are locations of low points shown?

Are services (including drainage) shown in detail?

Is landscaping shown in detail?

Are footpath and kerb crossings shown in detail?

Drainage Layout Plans

Has the Design Engineer checked that drainage design in accordance with AR&R?

Is the datum shown to AHD?


Are PSM's and TBM's marked on plans to AHD?

Are finished surface levels shown where the natural surface is altered?

Do plan s clea rly show a llotment la yout, n umbered allo tments, re serves an d easements?

Are 1 in 100 year flood levels shown?

Are road names shown?

CHECKLIST #D2



Do plans show la yout of p roposed drainage s ystems wi th offset fr om pro perty boundaries?

Are pipe materials and diameters shown?

Are all concrete pipes RRJ only?

Do all non-concrete pipes have Council acceptance?

For all non-concrete pipes is there a note on the plan stating that all bedding, laying, jointing and backfilling is to be in accordance with manufacturer’s specifications?

Is the overland flow path accepted by Council shown?

Is the kerb and channel and footpath depressed where the overland flow path leaves the road pavement?

Are subsurface drains, house drains and property inlets shown?

Are pits at appropriate locations (e.g. away from kerb returns, vehicle crossings, kerb crossings etc.)?

Is the maximum pit spacing 80m?

Has the pit capacity checked by the Design Engineer?

Are double SEP’s confined to low points only?

Are all changes in angle not greater than 90o?

Are all pits/headwalls numbered?

Is the set-out point of pits clearly shown on legend?

Do footpath spoon drains have adequate outfall?

Has back of kerb drainage (e.g. roundabout kerbs) adequate outfall?

Are ex isting fe nces, bui ldings, trees an d ob structions s hown i n pat h of over land flows?

Are all proposed fences, buildings, trees and obstructions shown in path of overland flows?

Are existing or pr oposed open e arth dr ains, da ms, w atercourses, boreholes, s ink holes, wells and springs within the area shown?

Is the extent of required erosion protection at headwalls and other structures shown?

CHECKLIST #D2



Are the details of all drop structures required shown?

Do all properties have identified drainage discharge points (to underground drainage systems for industrial and c ommercial de velopments, and residential wherever possible)?

Drainage Longitudinal Sections

Have longitudinal sections been prepared for all legs of dra inage, open drains, and nominated overland flow paths?


Is there a comprehensive legend shown?

Is datum RL to AHD shown?

Are drainage line numbers names shown on longitudinal sections?

Are drainage line chainages shown on longitudinal sections?

Do any lengths of drainage sections exceed the maximum permitted of 80 metres?

Is the pipe diameter, class and grade shown for all legs of drainage?

Have pipe classes been determined with consideration to construction loads and final cover?

Has a cross-check with compaction requirements in documentation been carried out?

Do pipes with steep grades include anchor blocks?

Is pit number and pit type shown?

Do pit type match capacity requirements?

Are any special pits fully documented?

Are internal pit dimensions shown?

Are pit inlet and outlet levels shown?

Are depths of pits to invert levels shown?

Are finished top of pit levels and finished surface level adjacent to pits shown?

Are pit lid type and class shown?

CHECKLIST #D2



Are origin/destination pits for inlet and outlets shown?

Are junction line numbers noted?

Are design pipes plotted on longitudinal section?

Is the hydraulic grade line plotted and levels given?

Is the depth x flow factor acceptable?

Has the minimum 150mm freeboard to kerb invert been achieved for minor storms?

Have all the energy losses in drainage system been accounted for?

Has all crosses with other services been plotted and clearances nominated (street names should be referred to identify crossings)?

Are design flows shown in litres/second?

Are design velocities, complying with the manual shown (metres/second)?

Is FCR backfill specified under road pavements, footpaths, crossovers and building lines?

Has the location and type of special backfill requirements been noted (e.g. to prevent piping of backfill material)?

Is the design in accordance with AS3725 and its commentary?

Open Drains

Is the shape of drain suitable for maintenance?

Is the drain accessible from both sides and all-weather tracks provided?

Is the depth of floodways shown on cross-sections? Is the depth less than 1.5 metres?

Were scour velocities and siltation both checked in determining longitudinal grades?

Are grade control / drop structures fully documented?

Has the low-flow pipe been provided in accordance with the Manual?

Are outfall structures energy dissipators provided as required?

Has the 300mm minimum freeboard been achieved?

CHECKLIST #D2



Detail Plans

Non-standard drainage structures are fully detailed for construction - headwalls - drop structures - er osion pr otection at outl et structures - erosion pr otection fo r batter s where needed.

Non-standard pits are fully documented including reinforcement and pit lid details.

Structural details of all retaining walls are shown, as well as details of natural surface levels and design surface levels, foundation requirements, drainage requirements, and type of finish.

Details of street furniture.

Drainage pump stations fully documented.

Layout and details of power installation documented.

Details of any estate entrance structures, including structural details, location details and method of finish.

Traffic calming devices are fully detailed to ensure construction is in accordance with design re quirements (e .g. sp litter island s, ch icanes, spe ed humps, ro undabout construction).

Lotfilling Plans

Are natural surface contours shown with 50 mm maximum intervals?

Are design surface contours shown with 50 mm maximum intervals?

Are finished surface levels shown? Do all allotments have minimum 1 in 200 grade toward low point?

Are 1%AEP flood levels shown on plans? Are all lots to be filled above this level?

Is proposed fill in excess of 300mm clearly denoted on plans?

Are m aterial and compaction req uirements, com plying with th e r elevant Austr alianStandard, fully documented in the plans and specifications?

Is the extent of lotfilling, top and toe of batters and retaining walls all noted?

Drainage Retardation and Treatment

Are computations provided to verify the volume of the basin?

CHECKLIST #D2



Is erosion protection fully documented?

Are inlet structures fully documented?

Is the overflow identified and appropriate?

Has the minimum freeboard been achieved?

Do wetland plantings have alternative source of water for establishing plants and for periodic dry spells?

Master Services Plans

Do plans show numbered allotments, road reserves and road carriageways?

Are street light types nominated for acceptance?

Are A LL u nderground s ervice al ignments shown, i ncluding no n-essential services such as gas, raw water and irrigation lines, fire hydrants, fire plugs and street trees?

Are A LL major ab oveground features s hown such as str eet lights, power supply pillars, fencing, street trees, and landscaping etc?

Landscaping Plans

Is detailed irrigation layout plans provided showing valves, controllers, pipe material and sizes, alignments, nozzle details, and backflow devices?

Is the planting schedule included, including size of plants?

Is the location of major plantings clearly shown?

Are pl anting requirements d ocumented including dim ension of hole, root barrier, backfill, mulch, stakes, tree grates, tree guards, and stakes?

Is street furniture detailed including type, colour, location and installation?

Associated Documents

If required, was a TMAR prepared and accompanies this submission?

If required, was a TIAR prepared and accompanies this submission?

If requ ired, w as a Road S afety A udit R eport pr epared a nd accompanies th is submission?

Is there a no te provided for any deviations between the proposed design and the recommendations within the Road Safety Audit report?

CHECKLIST #D2



Are hydrological calculations provided for whole of catchment and partial areas if relevant, and 100yr ARI design flows calculated at critical points? (Method nominated and assumptions clearly stated ARI’s in accordance with Manual.)

Are hydraulic calculations provided for above and underground drainage, for major and mino r storm e vents. (Me thod no minated a nd assumptions c learly stat ed. Roughness coefficients nominated)?

Has there been a copy of geotechnical reports provided with the submission?

Is the road pavement design provided with the submission?

Are quality assurance sections included in the specification?

Is a risk assessment r eport provi ded f or dra inage ret ardation and treatment Infrastructure?

Are operation and maintenance (O&M) manuals provided with this submission?

Are structural computations provided, where applicable, with this submission?

The plans, specifications and associated documents provided with this submission for detailed design approval have been prepared in accordance with the relevant sections of Council’s Manual. All of the above checklist items have been initialled as correct and complete, or marked N/A (not applicable) as appropriate.

Signed _____________________________________ Dated

DESIGN ENGINEER’S CHECKLIST #D3 – REQUEST FOR FINAL DESIGN APPROVAL






CHECKLIST #D3



General

Has detailed design approval been received from Council – if so note date?

Is the final design is in accordance with the planning permit conditions and the endorsed p lan, an d p hysical design fe atures inc orporated on c onstruction plans?

Has the plan of subdivision been certified at the time of this submission?

Have the appropriate consents been obtained from service authorities? List any consents received below:

25.3 25.4 25.5

Plans

Do th e fin al plans r eflect am endments r equired by C ouncil u nder previous reviews?

Other

Is the Engineer’s estimate provided with this submission?

Are separate streetscaping and/or landscaping plans included?

The plans, specifications and associated documents provided with this submission for final design approval have been prepared in accordance with the relevant sections of the Council’s Manual. All of the above checklist items have been initialled as correct and complete, or marked N/A (not applicable) as appropriate.

Signed _____________________________________ Dated

DESIGN ENGINEER’S FORM #D4 – INTENTION TO COMMENCE CONSTRUCTION Notice is given that the construction of the development detailed below is due to commence.

NAME OF COUNCIL TO WHOM NOTICE IS GIVEN




DESIGNER WORKS WITHIN ROAD RESERVE PERMIT NUMBER


CONSTRUCTION ENGINEER

CONTRACTOR CONTRACTOR’S NOMINATED REPRESENTATIVE ON SITE

OTHER RELATED PARTIES INCLUDE

PROPOSED DATE OF THE COMMENCEMENT OF WORKS

The following documentation accompanies this notice:

Construction Program.

Inspection and Test Plans.

Signed _____________________________________ Dated

CONSTRUCTION ENGINEER’S CHECKLIST #D5 – REQUEST FOR ACCEPTANCE OF WORKS INSPECTION




CHECKLIST #D5

THE FOLLOWING ITEMS HAVE BEEN COMPLETED Y / N / NA OR COMMENT

CONSTRUCTION ENGINEER’S INITIALS

Are all road construction works complete?

Are signs in place in accordance with the approval plans?

Is linemarking complete?

Are all drainage works complete, clean and ready for inspection?

Are fencing works complete if required?

Have pump stations been commissioned or are ready to be commissioned at the Acceptance of Works i nspection? (N ote th at O&M m anuals are to be provided one week prior to commissioning, draft manuals are acceptable).

Are footpaths and kerb crossings complete?

Are nature strips reinstated and in a tidy manner?

Are all earthworks at the site completed?

Have fire hy drants and fire plugs been installed and marked in accordance with fire authority’s requirements?

Are erosion protection works complete?

Are litter traps complete?

Is street lighting complete?

Is landscaping complete?

Have streets been swept?

Have i nstallation dates for any major traffi c control items been provided to Council?

All construction works should be complete prior to calling for an Acceptance of Works inspection. Any outstanding works should be noted below:

An Acceptance of Works inspection is requested of Council. Proposed date and time:

Signed _____________________________________ Dated

Proposed Site

Location

Proposed Site

Location

hpollard

Typewritten Text

hpollard

Typewritten Text

Attachment 2

DATEWARNINGBEWARE OF UNDERGROUND SERVICES

THE LOCATION OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY, AND THEIR EXACT POSITION

SHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

PROJECT No. SHEET No.$DETAIL

REV:1 OF 1

Werrigar Kerb and GutterDESCRIPTIONREVDATE:

SCALE:

CAD FILE:

2/7/2019

Isaac McPherson

A3

A

PROJECT:

Weerigar Street FootpathDRAWING TITLE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

j:\engineer\work experience students\isaac mcpherson\july 2019\werrigar street\werrigar street kerb wtih arial imagery.dwg

AutoCAD SHX Text

Maroon = Gutter

AutoCAD SHX Text

Green = Open Drain

AutoCAD SHX Text

Yellow = Spoon Drain

hpollard

Typewritten Text

Attachment 3

DATEWARNINGBEWARE OF UNDERGROUND SERVICES

THE LOCATION OF UNDERGROUND SERVICES ARE

APPROXIMATE ONLY, AND THEIR EXACT POSITION

SHOULD BE PROVEN ON SITE. NO GUARANTEE IS

GIVEN THAT ALL EXISTING SERVICES ARE SHOWN.

PROJECT No. SHEET No. REV:1 OF 1

Werrigar Kerb and GutterDESCRIPTIONREVDATE:

SCALE:

CAD FILE:

2/7/2019

Isaac McPherson

A3

A

PROJECT:

Werrigar Street ProposedDRAWING TITLE:

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

j:\engineer\work experience students\isaac mcpherson\july 2019\werrigar street\werrigar street kerb wtih arial imagery.dwg

AutoCAD SHX Text

FOOTPATH 375m²

AutoCAD SHX Text

KERB 250m

AutoCAD SHX Text

PAVEMENT 1250m²