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DOUGLAS SHIRE COUNCIL Received o f ' 3 −76.842o / o File Name tme Document Ns

Queensland Government

22 JAN 2014 Department of

Attention

Transport and Main Roads

Information

Council Reference: 8/38/2 14 January 2014

Chief Executive Officer C¼jS Gaims−R−egienel−Gettneil El:" P r ) P−:0Box−359 .4.na CAIRNS OLD 4870 eA°C1SAA.A,A−−Si

C

TMR Layout plan and Construction Drawing enclosed for your information. Council is requested;

Yours sincerely

BrettiVyartin M a d e r (Project Planning & Corridor Management)


Queensland Government Our ref Your ref Enquiries

214/20A (500/214) Department of Susie Marshall

Transport and Main Roads

14 January 2014 Mr John McPherson Prime Constructions Qld Pty Ltd PO Box 1056 Cairns North QLD 4870

Dear Mr McPherson Conditional Approval − AMENDED Cairns Regional Council Local Authority: Council Ref: 8/38/2 State Controlled Road: Proposal:

Captain Cook Highway (Cairns — Mossman) Material Change of Use (Shopping & Business Facilities)

Real Property Description:

Operational Works (storm water) associated with on site works Intersection Works (including storm water, lighting & line marking) Lot 2 on SP258887 (formally Lot 101SP186233), parish of Victory

Site Locality:

63 Front Street, Mossman

Application:

I refer to Transport and Main Roads (TMR) previous Conditional Approval issued 23 August 2013 and subsequent consultation between TMR and yourselves with regards the "Road Works" portion of that approval. This amended Conditional Approval supersedes that issued 23 August 2013. Pursuant to section 50 of the Transport Infrastructure Act 1994 (QLD) (TIA), I wish to advise that construction is are subject to the following conditions, and may commence on; (a) Compliance with these conditions, (b) Your receipt of a Road Corridor Permit, and (c) Your receipt of a Traffic Disruptions Permit. 1.

Operational Works (Stormwater) (TIA s50) Operational Works (stormwater) are permitted west of the Captain Cook Highway between 63 Front St and Parker Creek and shall be carried out in accordance with; a)

Design drawings (to FNQROC standards) approved by Cairns Regional Council

b)

TMR drawing number QP3, revision 3 (attached)

c)

TMR Standard Conditions — Pipes (attached)

Program Delivery & Operations Far North Region / Cairns Office Floor 5 Cairns Corporate Tower 15 Lake Street Cairns Queensland 4870 PO Box 6185 Cairns Queensland 4870

Telephone Facsimile Website Email

+61 7 4050 5419 +61 7 4050 5429 www.tmr.q1d.gov.au susan.m.marshall @tmr.q1d.gov.au ABN 39 407 690 291


d)

Projex Partners drawing numbers 163−001−001 — 163−001−C18

Operational Works are for the purpose of; • Installation of stormwater infrastructure associated with on site works for the above development. The following documents are to be returned / submitted to this office prior to commencement of works 1.

Projex Partners drawing number 163−001−001 — 163−001−C18 which are dated, have revision numbers, and with RPEQ signature,

2.

Acceptance of Road Corridor Permit Conditions (enclosed)

3.

Proof of public liability insurance of no less than $10,000,000

4.

Traffic Disruptions Permit application (Received by TMR 21 August 2013. The Traffic Management Plan submitted by Triple S for the storm water installation has been noted)

Providing conditions are met, a Road corridor Permit and Traffic Disruptions Permit will be issued. 2.

Road Works (TIA s50) Road Works shall be carried out in accordance with; a)

Projex Partners drawing numbers issued 19.12.13 being 588−001−001.01(B), 5 86−001−CO20 .1 588−00i−006,01 − .02(B), 588−001−0O3.01 − .02(B), 588−001−004.01(B), 588−001−005.01 − .02(B), − .02(B), 588−001−007−01 − .02(B), 588−001−008.01(B), 588−001−009.01(C), 588− 001−C10.01 − .03(B), 588−001−C11.01(1), 588−001−C12.01(1)

b)

SPA Consulting Engineers drawing numbers issued 20.12.13 being 2302−E01(3) & 2302− E02(3).

c) d)

TMR Standard Works Conditions — Developer Works, and TMR Implementation of Line Marking and Pavement Delineation

e)

Road Works are for the purpose of; •

Installation of a signalised intersection at the intersection of the Captain Cook Highway and Harper Street,

Installation of a new ingress located at the southern side boundary of Lot 2SP258887, and

Associated stormwater, line marking and lighting.

The following documents are to be returned / submitted to this office prior to commencement of works 1.

SPA Consulting Engineers drawing numbers issued 13.12.13 being 2302−E01(3) & 2302− E02(3) approved by Ergon.

2.

Projex Partners drawing numbers issued 19.12.13 being 588−001−C11.01(1), 588−001− C12.01(1), which are dated, have revision numbers, and with RPEQ signature.

Page 2 of 3


3.

Proof of public liability insurance of no less than $10,000,000— Received by TMR 20 December 2013

4.

Traffic Disruptions Permit application (Enclosed) for the intersection works. A Traffic Management Plan should accompany your application.

5.

A bond to the value of $10,000— Received by TMR 20 September 2013 in the form of 2 x $5000 bank guarantees. Refer to bond requirements in TMR Standard Works Conditions

Providing conditions are met, a Road corridor Permit and Traffic Disruptions Permit will be issued and works may commence. The permits cannot be transferred to any other party. The permits must be made available to Transport and Main Roads inspectors at any time during the permit period. Approval is in accordance with the provisions of: •

Section 50 of the Transport Infrastructure Act 1994 (QLD)

TMR Manual of Uniform Traffic Control Devices (MUTCD)

TMR Access Policy

Sunset Clause — Approvals and conditions on works within the road reserve will lapse after a 12 month period from the date of this conditional approval letter and will require re−submission after that time. If you need any further information please contact Susie Marshall of this office. Yours sincerely

Biett Martin Manager (Project Planning & Corridor Management)

As authorised delegate of the Director−General of the Department of Transport and Main Roads Enclosed

TMR Standard Works Conditions — Developer Works Acceptance of Road Corridor Permit conditions Traffic Disruptions Permit application

Page 3 of 3


Road Corridor Permit

Transport Infrastructure Act 1994 Chapter 6 Part 5

Permit Number 2013PD/AC002

Expiry Date

Start Date

Queensland Government

14/01/2015

14/01/2014

Department of

Permit Holder's Details

Transport and Main Roads

Name/Company Name John McPherson / Prime Constructions (QLD) Pty Ltd Position in company (if applicable) Project Manager Postal Address PO BOX 1056

Residential Address 36 Moffat Street

Cairns North Old 4870

Cairns North Old 4870

Phone Number 4037 9800

Mobile Number 0488 404 240

Fax Number 4037 9811

Email jm@primegrp.com.au

Description of works, structure or activity

Location (e.g. street name, road name/number, Tdist, GPS coordinates) Road (Intersection) Works — Captain Cook Highway & Harper Street, Mossman Regional or City Council Reference CAIRNS REGIONAL COUNCIL (214)

Suburb Mossman Additional details CAPTAIN COOK HIGHWAY (CAIRNS — MOSSMAN) Harper St (ch 74.383)

Note: This Road Corridor Permit is provided in accordance with TMRs conditions stated on the reverse of this permit. The permit must be held onsite or made available to a TMR inspector/officer at any time.

Issuing Region/Office FAR NORTH REGION (CAIRNS OFFICE)

Signature

hiSed delegate of the Director−General of the epartment of Transport and Main Roads Name

BRETT MARTIN Position MANAGER (PROJECT PLANNING & CORRIDOR MGT)

Date 14/01/2014 , Office Use Only 214/20A (500−214)

Privacy Statement: The Department of Transport and Main Roads has collected the information on this form for the purposes of a Road Corridor Permit in accordance with the Transport Infrastructure Act 1994. The Department of Transport and Main Roads usually gives some or all of this information to Department of Environment and Resource Management Department of Community Safety (Emergency Services), Queensland Police Service and Regional and City Councils. Your personal details will not be disclosed to any other third party without your consent unless required to do so by law.

Page 1 of 2 M4771 ES V02 Aug 2010


Road Corridor Permit Conditions: Conditions specific to this permit

In accordance with TMR correspondence dated 14 January 2014

Page 2 of 2 M4771 ES V02 Aug 2010


Queensland Government

TMR Standard Works Conditions Developer Works

Department of

Transport and Main Roads

Conditions of approval for works within state−controlled road boundaries by developers in accordance with a) b)

Transport Infrastructure Act 1994 s50 (Ancillary Works and Encroachments), and/or Transport Infrastructure Act 1994 s33 (Road Access Works)

For the purpose of this document, Department of Transport and Main Roads is abbreviated to TMR.

2.

Contractor

2

3.

Notice of Work to Commence

2

4.

Program

2

5.

Supervision

2

6.

Inspections

1

7.

Traffic Disruptions a) Traffic Disruptions Permit b) Interference with traffic flows c) Traffic Management Registration Scheme

7 2 2 3

8.

Works

3

9.

Services

3

10.

Line marking

4

11.

Lighting

4

12.

Urgent Works

4

13.

Variations to Approved Work

4

14.

Suspension of Work

5

15.

Sealing

5

16.

Revegetation

5

17.

Practical Completion

5

18.

Maintenance Period

6

19.

Bond a) Submission b) Return

6 6 6

20.

Costs

6

21.

Sunset Clause

6

22.

Attachments

6

Standard Works Conditions − Developer Works (TIA s50 & s33)

03 April 2012

Page 1 of 6


1.

Prestart Meeting Before commencement of work, a pre−start meeting shall be held between TMR and the owner/developer and/or their representative. The owner/developer and/or their representative shall arrange the meeting giving TMR a minimum of 7 days prior notice. The owner/developer and/or their representative shall provide any outstanding documentation at this meeting.

2.

Contractor All works shall be carried out by a competent Contractor who is acceptable to TMR. Advice of acceptability of the Contractor must be obtained from TMR prior to work commencing. TMR, as the authority responsible for the worksite, advise that you (the owner, developer &/or contractor) are appointed as Principal Contractor for the works. As Principal Contractor, you are required to comply with all provisions of the Workplace Health and Safety Act.

3.

Notice of Work to Commence TMR is to be notified a minimum of 5 working days prior to commencement of work.

4.

Program Works shall be carried out in accordance with a program which must be submitted to TMR prior to commencement any works.

5.

Supervision The works shall be supervised by a Registered Professional Engineer (Queensland). The Supervising Engineer shall be retained by the owner/developer, and the name and address of this Engineer is to be forwarded to TMR upon appointment. All communications to TMR from various bodies regarding the works will be referred to the owner/developer's Supervising Engineer.

6.

Inspections The Contractor and his agents shall provide free and unhindered access to TMR staff for the purposes of inspecting the works. Inspection of Hold Points and Witness Points are to be carried out by TMR. The Supervising Engineer shall give at least 24 hours notice of hold point inspections.

7.

Traffic Disruptions a)

Traffic Disruptions Permit A Traffic Disruptions Permit is to be obtained prior to any works being undertaken, whether Traffic Control is required or not. Traffic Disruptions Permit applications are to be submitted; Where works are being carried out within the state−controlled road reserve, or − Where the safety and efficiency of the state−controlled road is affected, and − To avoid any possible works conflicts. −

b)

Interference with traffic flows Where it is necessary to interfere with traffic flows, the following conditions apply. In the interests of the general community, traffic delays are to be avoided during peak flow b periods, e:−Monday which shall to Friday

7.00 am to 9.00 am 4.00 pm to 6.00 pm (3.00pm to 6.00pm between Gordonvale and Buchan's Point)

Standard Works Conditions. Developer Works (TIA s50 & s33)

14 February 2013

Page 2 of 6


Saturday 8.00 am to 12.30 pm These curfew hours only apply to the peak flow direction. Traffic delays are allowed during off−peak periods subject to; − Traffic Disruptions Permit conditions. − c)

Press statements issued prior to any off peak traffic delays occurring. Press statements are to be reviewed and approved by TMR prior to release.

Traffic Management Registration Scheme The scheme is applicable to organisations that provide 'traffic control services' on, or for, state−cont rolled roads. This includes; • •

the provision of traffic management around roadwork sites including the setting up of road signage and devices on roads, operational traffic control (managing the flow of traffic around roadwork sites and other road sites),

the design, auditing and provision of traffic management plans and traffic guidance schemes (this includes organisations that provide traffic management plans, designs or drawings to principal contractors; to third parties; or to traffic management companies). Companies must be registered in the scheme if they provide traffic management services on state−controlled roads. •

8.

Works All works within the state−controlled road reserve shall be carried out to, and comply with; • Department of Transport and Main Roads Technical Standards (MRTS), including; − Hold Points, Witness Points − Construction Procedures − Lots − Conformance Requirements • • • •

9.

− Testing Frequencies Workplace Health and Safety Act Manual of Uniform Traffic Control Devices (MUTCD) Environmental Protection Act, and Any other Act or Local Government requirements which may be relevant to these works.

Services The owner, developer &lor contractor shall be responsible for liaison with all other Service Authorities, and shall repair any damage incurred as a result of the works. For road maintenance and safety purposes, any pit or valve box within the state−controlled road reserve shall be constructed such that it is flush with existing surface levels and is clearly indicated with a marker. All road crossings of sealed roads within the state−controlled road reserve shall be jacked or bored in accordance with Department Drawing No. 0P3 (3/99). The method of jacking or boring is to be such that no gaps greater than 5mm exist between the outer surface of the enveloper and the surrounding material (to avoid subsidence problems). All water main crossings of two lane state−controlled roads shall be encased within an enveloper pipe which extends at least 8.0 metres either side of the road centreline. Water mains which cross roads with more than two lanes shall have envelopers which extend the full width of the reserve. Enveloper pipes constructed of materials other than steel, e.g. Class 12 UPVC or concrete, may be used subject to TMR approval.

Standard Works Conditions Developer Works (TIA s50 & s33) −

14 February 2013

Page 3 of 6


Where pavement markings are required for jacking/boring operations, they shall be made with chalk. Spray paint or other forms of permanent marking shall not be permitted. Entry or exit trenches for boring operations shall be a minimum of 2m from the base of any roadway embankments. To help reduce the possibility of future relocation works and/or damage during future road works, a minimum cover of 1200mm below existing natural or man made surface levels shall apply as shown on Department Drawing No. QP3 (3/99). 10. Line marking Where pavement marking is required as part of these works, they shall be carried out in accordance with the; • Manual of Uniform Traffic control Devices (MUTCD), and • Implementation of Line marking and Pavement Delineation: 2007 — 2012 (Northern and Central Queensland) (ILPD) Where the MUTCD differs in content, the ILPD shall take precedence. 11. Lighting Where lighting is required as part of the approval conditions, the lighting is to be erected and operating prior to the opening of the works. Lighting shall comply with; a) The Electrical Safety Act and Regulations 2002 b) Australian Standard AS1158.1.1 2005 (Lighting for roads & public spaces) c) AS3000 2000 (Australian wiring rules for electrical installations) d) TMR Road Planning and Design Manual Chapter 17 e) TMR Technical Standards − MRTS11.91 Conduits and Pits − MRTS11.92 Traffic Signal and Road Lighting Footings − MRTS11.94 Road Lighting − MRTS11.95 Switchboard and Cables f) TMR Standard Drawings g) Region specific standards, notes and drawing details (made available on request) 12. Urgent Works Emergent circumstances may arise in connection with the construction and / or maintenance of the works. The Supervising Engineer shall be advised if On the opinion of TMR) any remedial, protective, repair or other like work is deemed to be urgently required for; • safety reasons, or • to prevent damage or loss to the works, or • to the Contractor. If, upon being advised of such urgency, the Contractor is unable or unwilling to carry out such work immediately, TMR may arrange for the work to be carried out by others. If the work arranged is that which TMR determines is work that was required to be carried out by the owner / developer, all costs incurred by TMR in respect of carrying out the work shall be recoverable from the owner! developer / contractor or be deducted from the bond as a debt due to TMR. 13. Variations to Approved Work If, during the work, it is considered necessary that the approved work be varied, the owner! developer shall obtain TMR approval prior to proceeding.

Standard Works Conditions − Developer Works (TIA s50 & s33)

14 February 2013

Page 4 of 6


14. Suspension of Work The owner / developer shall suspend all or any part of the work on written order from TMR. 15. Sealing Prior to bitumen sealing the supervising engineer shall submit a Seal Spray Rate Sheet complying with the Austroads Sprayed Seal Design Manual to TMR. TMR approval is required prior to sealing. 16. Revegetation Any hole, pit, depression, hollow or such like shall be filled to the level of the surrounding ground surface with similar type material. Material shall be compacted relative to the surrounding material type. All disturbed areas are to be stabilised and revegetated. On slopes less than or equal to 1:4 (V to H) conventional revegetation techniques can be used. On slopes greater than 1:4 (V to H) Wet areas (e.g. Cairns, Kuranda, Innisfail, Mossman) the use of a bonded fibre matrix hydro − mulch and approved grass species is appropriate. Dry areas (e.g. Mareeba, Herberton, Cooktown) the use of straw mulch, tackifier and approved − grass species is appropriate. Advice should be obtained from TMR's Environmental Officer for large scale disturbance, work in sensitive areas, or erosion prone environments. A list of approved species for planting can be obtained from the TMR Road Maintenance Code of Practice (available on request). Particular attention is to be given to; • Not allowing the site to erode or sediment to leave the site • Flora and fauna both on and adjacent to the site be protected, with as little disturbance as possible • Adherence to all relevant environmental legislation 17. Practical Completion Works within the boundaries of the state−controlled road reserve are deemed to be completed on receipt of a letter of Practical Completion from this office. This will not be issued until; • Advice from the supervising engineer that the works have been completed in accordance with the plans and specifications and is supported by relevant documentation, test data, dimensional checks and As Constructed drawings As constructed drawings are to include an electronic copy in AutoCAD format updated to include any changes during construction for the complete scope of works and a complete signed and • •

annotated A3 size copy All surplus materials are removed from the state−controlled road reserve, and the site left in a clean and tidy condition to TMR satisfaction. An inspection of the works is carried out by TMR and found to be compliant Should the works not be fully in accordance with the design and construction requirements (including pavement−marking, signing and street lighting), then no letter of Practical Completion will be issued until such deficiencies are corrected. Opening the works to traffic shall then be at TMR's discretion.

Standard Works Conditions − Developer Works (TIA s50 & s33)

14 February 2013

Page 5 of 6


18. Maintenance Period The owner / developer shall be responsible for the maintenance and repair of all works within the state−controlled road reserve carried out under this approval for a period of 12 months from the date of issue of the letter of Practical Completion. If satisfactory maintenance is not carried out within this period, TMR may carry out any necessary works, and the whole of the cost of such works incurred will be recovered from the owner / developer. If it has been necessary to maintain part or all of the works during the maintenance period, TMR may extend the maintenance period for that portion of the works requiring maintenance. It remains the responsibility of the owner! developer to maintain the approved access works for the entire permit period. 19. Bond a) Submission The bond shall be submitted in the form of two separate Bank Guarantees, each to the value of 50% of the total bond, with no termination date, and must be made out to "The State of Queensland acting through the Department of Transport and Main Roads (Beneficiary)" b) Return The bond will be returned in two stages, 50% following Practical Completion, and the remaining 50% at the end of the maintenance period. The entire bond may be retained until rectification works are carried out, or significant defects require extension of the maintenance period. A copy of the registered plan of subdivision (where applicable) is to be submitted to TMR prior to release of any remaining bond at the end of the maintenance period. 20. Costs TMR will not contribute to the cost of any works. Any damage to the state−controlled road! road reserve during construction, operation, maintenance or removal of; or in relation to; these works shall be repaired to the satisfaction of TMR. 21. Sunset Clause Approvals and conditions on works within the road reserve will lapse after a 12 month period from the date of this conditional approval letter and will require re−submission after that time. 22. Attachments The following attachments form part of these conditions •

Implementation o f Line marking and Pavement Delineation: 2007— 2012 (Northern and Central Queensland) (ILPD)

Department of Transport and Main Roads Standard Specifications: Compliance Testing Requirements − Appendix B

Procedure − Managing Traffic Disruptions

Table of Allowable Lane Closures (TALC)

Standard Works Conditions − Developer Works (TIA s50 & s33)

14 February 2013

Page 6 of 6


Acceptance of Road Corridor Permit conditions Road Corridor Permit reference

214/20A (500/214)

Conditions as per letter dated:

20 December 2013

I/ We (the applicant/s) have read the approval conditions in respect of my/our application and agree to comply with those conditions as a condition and in consideration of approval, will indemnify and keep indemnified, the State of Queensland acting through the Department of Transport and Main Roads, their officers, employees and agents (the indemnified) against any or all losses suffered or incurred (except to the extent that any losses are caused through the negligent act or omission of the indemnified) in connection with the erection, existence or operation of the works or activities, the subject of the application. "Losses" include liabilities, losses, damages, expenses and costs (including legal costs on a full indemnity basis and whether incurred or awarded) of any kind or nature, whether arising in contract or tort' (including, but not limited to, negligence) or under a statute, and also includes: (a)

loss of profits, loss of revenue, loss of anticipated savings, loss of opportunity, pure economic loss and loss of data

(b)

any other consequential special or indirect loss or damage.

For individual applicants

For corporate applicant

Date

Date

Signature/s

Executed in accordance with the Corporations Act 2001 (Cth) section 127 by:

(Company name and ACN) Signed (Director) Name in full

Signed (Director/Secretary) Name in full

Tort 竏地oun Law. a civil injury, actionable by a private individual, as opposed to a criminal wrong, actionable by the State.


F a r N o r t h Q u e e n s l a n d Region Program Delivery and Operations Traffic Management Centre

Approval Issue Date

Traffic Disruption Permit Application

February 2013 Version 3.0

ROP−01B

Important Information A minimum of 5 working days is required to process the application. Any amendments required to the application may result • • •

in the full 5 working days processing period recommencing which may delay the proposed start date. The application shall be completed in full and submitted with all mandatory attachments. An incomplete application will not be processed. The implementation of the TMP/TGS shall be by a Traffic Management Company currently registered with TMR.

Details of Application • •

Application Type

New Application / Notification of Disruption Amendment or Extension to Existing Application r

1 (Initial Permit Number)

Principal Contractor

ABN

Principal Contractor Contact

Telephone

Authorised Representative of Principal Contractor

Telephone Single point of contact for the processing of the application

Mobile

Email

Fax

Emergency Site Contact

Mobile

(Contact must be available 24hrs)

Traffic Control Co. Registration No.

Traffic Control Co.

Nature of Work • Major Road Constructionauthorised by TMR (e.g. new cable under road, new installafion, development access) • Works not requiring works TMR authorisation (e.g. minor residential installations, minimal impact to traffic) •

Road & Infrastructure maintenance authorised by TMR (e.g. repairs, inspecfions, RMPC)

Events (Cycle events,

Charitywalks, Festivals etc)

General description of activity requiring traffic control

(include type of activity, specific works requiring traffic control and broad description of the overall job)

I I Suburb I Road Name(s) Does this work affect Wide Load and/or Weight f l Yes (provide information below) Restrictions: Details Required: Available Width Available Height No. of lanes General description of location requiring traffic control (include any specific requirements as contained in the Traffic Guidance Scheme) closed Other

0 •

No (no further action)

Maximum Mass 1 2 3 4 • • • •

5 •

6 •

(e.g. detours)

Direction of Closure (as required) •

North Bound

Northeast Bound

East Bound

Southeast Bound

South Bound

Southwest Bound

El

West Bound

Northwest Bound

In Bound

Out Bound

Requested Chainage

From:

To:

Requested Dates

From:

To:

ID Traffic Control undertaken on weekdays and/or • Traffic Control undertaken on weekends I days hours

From: Requested Hours Total Expected Duration of Traffic Control I

To:

weeks

Page l o t 2

QUEENSLAND GOVERNMENT


F a r North Queensland Region Approval

Program Delivery and Operations Traffic Management Centre

Issue Date: February 2013 Version 3.0

ROP−0113

Traffic Disruption Permit Application

Conditions o f Application: Mandatory Attachments (tick to confirm the following have been completed and included with application) • T M R A p p r o v a l to proceed with works Correspondence from TMR addressed to the Principal Contractor authorising the works • T r a f f i c Guidance Scheme A plan (minimum size A4 with sufficient locality details) that details the traffic control devices to be O

implemented in accordance with the provisions of the MUTCD Part 3 (current edition) and MRT502 "Provision for Traffic". A photocopy of a street directory, Google map, or equivalent (e.g. geographical), showing the location of the works.

Street M a p

Conditions o f Application: 1. 2. 3. 4. 5. 6.

Traffic Control Companies are to be registered as per the Traffic Management Registration Scheme. Access details at the following web site. http://www.tmr.q1d.qov.au/Business−and−industryiAccreditations/Traffic−Manaqement−Reqistration−Scheme.aspx The signatory warrants that he/she shall be authorised to sign on behalf of the Principal Contractor. No Works/Maintenance/Event shall commence until an approved signed Traffic Disruptions Permit is issued and received by the Principal Contractor. TMR does not accept any responsibility for damage to or repair work resulting from the activities carried out by the approved Principal Contractor or a person acting on behalf of the approved Principal Contractor. The Principal Contractor shall be responsible for all aspects of site control and safety. The Principal Contractor shall notify the Traffic Management Centre (TMC) by telephone (07 4050 5544) at the following times: At the commencement of traffic control (i.e. implementation of the daily Traffic Guidance Scheme) and upon completion of • traffic control for EACH working day/night immediately in the event that there is any unexpected disruption to traffic or a traffic incident at or near the site • Upon any delays to completion requiring an extension to the original permit requirements • Upon final completion of project/job. • The Principal Contractor shall quote the Traffic Disruptions Permit Number when liaising with the Traffic Management Centre.

Upon receipt o f a Traffic Disruptions Permit: 1. 2. 3. 4. 5.

6.

7.

The Principal Contractor shall ensure the Traffic Disruptions Permit is available for inspection at the work site during the traffic control. The Principal Contractor shall obtain a police permit from OPS where required (allow for processing of police permit prior to commencing works) The Principal Contractor shall notify the respective LGA where local roads are affected by the traffic control. The Principal Contractor shall notify Emergency Services of the traffic control if applicable. The Principal Contractor shall engage a Registered Traffic Control Company to implement traffic control. The Principal Contractor, through the Traffic Control Company, is to monitor the traffic flow. Should there be significant queuing, the Principal Contractor shall clear the lane and allow the traffic queues to clear before resuming work within the road corridor. No lane shall be used for stockpiling of material unless otherwise authorised by TMR through correspondence. On completion of the works, the road shall be left in a neat and tidy manner, to the satisfaction of the TMR representative. TMR does not accept any liability or responsibility for damage incurred to the TMR asset's carried out by the Principal Contractor or a person acting on behalf of the Principal Contractor. The Principal Contractor shall be liable for all costs expended in repairing damage to TMR asset/s. The Principal Contractor shall adhere to the necessary conditions as specified by TMR. A copy of the conditions shall be obtained from TMR or Principal Contractor to undertake the works on behalf of TMR prior to commencement of work and kept on site for the duration of the work.

Signature of Authorised Representative of Principal Contractor

Date

For general enquiries, contact the Traffic Management Centre on 07 4050 5544. S u b m i s s i o n o f applications

Email: Fax:

cairns.traffic.disruptionsatmr.old.qov.au (07) 4050 5443

Traffic Management Centre use only TMC Operator to check for possible conflict Comments: Approval:

• Yes

No

Yes with special considerations

Special Considerations: Assessor Name:

I Signature:

I

Date:

I

Date entered into SIMS:

Traffic Disruption Permit Number

torer2i r Page 2 of 2

QUEENSLAND GOVERNMENT


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DRAWING INDEX DRAVANG NUMBER 588−001−001.01

REVISION B

588−001−0O2.01

B

588−001−0O2.02

B

DRAWING DESCRIPTION COVER SHEET, DRAWING INDU & LOCALITY TYF1CAL CROSS SECITCNS & DETAILS SHEET 1 TIVICAL CROSS SECTIONS & DETAILS SHEET 2 CONTROL ERIE SETOUT SHEET 1

588−001−0O3.01

B

588−001−0O3.02 588−031−004.01

B B

CONTROL LINE SETOUT SHEET 2 EWING FEATURES

588−001−00551

8

GENERAL ARRANGEMENT SHEET 1 GENERAL ARRANGEMENT SHEET 2

588−001−005.02

B

588−001−006.01

B

SIGNS & UNEMMIONG SHEET I

588−001−006.02

B

SIGNS & UNDLARKING SHEET 2 GRADING & SETOUT SHEET 1

588−001−007.01

B

588−001−007.02

B

588−G01−038.01

B

588−001−009.01 588−001−C10.01

C B

588−001−C10.02

B

588−001−C10.03

B

588−001−C11.01

I

588−001−C12.01

I

GRADING & SETOUT SHEET 2 ROAD IONGRI58NAL SIOf1MWA1RR CROSS SECTIONS SHEET 1 CROSS SEVI1ONS SHEET 2 CROSS SECI1ONS SHEET 3 P1018105 MID ELECTRICAL PRS AND DUCTING CAME I2IWBECI1ONS RAN

Prepared by:

Proiex Partners L e v e l 2 . 2 2 8 D u p e r Street P a r r a m a f f a Park P O B o x 2 1 3 3 C a m s a d 0870 P H . ( 0 7 ) 4 0 4 1 5118 F A X ( 0 7 ) 4 0 4 1 5113 GINEEPISM −PUNNING

588−001−001.01

REV B


55

PAVEMENT DESIGN PARAMETERS I I

, 1

/

Maintain Existing Surface

Pavement Widening Width Varies

I

Wearing Course

Wearing Course 1.5m BLanel 1 T/raf311:5mLone

Verge Vari

I Crenvmesn

Traff3i.c5nLane

! 1 % P

External wera

Design Surface−,'

1.5m Bicycle 1

Verge Vanes NOTES

1 0.3m−r7=4:2−_−:=2:36−•=6−− 0.3m 1 &meat Saweut I It'−'6−0

I. NS'

''

New Pavement As Specified

Existing Pavement TYPE CROSS SECTION A − MC01 303IF 1:100(t) 1:50 ( 9 0 Al LOCATO I N START − C H 74030

Pavement Widening Width Varies \ 1

Pavement Widerirm Width Varies

Maintain Existing Surface

1

See notes 2 & External Works Design Surface Type 7 Kerb & Channel:6Y' 6'

2.

Al Verges and batters to be Topselled (50mm). Turfing to be provided behind bock of kerb (1m wide) and to the t he Invert of drains (Im wide). Other verge and batter areas are o grass seeded.

4

Concrete Finish to Central Islands and Medians o t be Ternucetto Red Pattern Stamped (CRC Type).

5.

Refer Org. 5811−001−007.01 & 037.02 for Detailed Setting Out.

6.

Refer Org. 588−001−0O2.02 for Type Section 0.

7.

For pavement evincing types refer Ong. 588−001−005.01 & 005.02.

8.

I1 Std. Org. 1116. Subsoil drainage to be ni accordance with T11

Wearing Course Verge Varies

3.5m 3.0m 3.5m 1.5m I,5m tirc. Traffic Traffic Lane Tci Lane 1i Chewon Lane &cycle'. Lane Lane Tun7lane 0.3 01 Turn re −.−1−.Thaawcut 1 Sawcut Sawcut Vor: Vorief \=6 = — Y._ = = ‘−Existing Existing shmen Pavement

tlerm_DT As Specified

Refer TAR Standard Drawing 1033 for Kerb Type 13 M−30 and Kerb Type 7 (450 Channel).

3. IPPL_Pgr.Mgrit As Specified

Wearing Course Verge Varies

DESIGN SUBGRADE: CBR 7 (SOAKED) DESIGN 77W77C: 5.5x706 EMS DESIGN O D 20 Years A40T: 8319 (2010) X COMMERCIAL: 6.94% (2010)

Pavement Widening Width Varies I

W Existing Pavement

■je_wPt_m_mi. As Specified

TYPE CROSS SECTION B − MC01 SCALE 1:100 (H) 1:50 (V) 0 Al LOCATO I N 21674,067.4 − CH74,110.9

Pavement Wider* Width Varies

00mm Cutback

JOIN TO EXISTING PAVEMENT DETAIL NO

Pavement Widening Width Varies

Maintain Exisbng

SUR−ACING AS SPECIFIED

Wearing Course

Wearing Course Verge 4.05m

r

200mm BASE. TYPE 2.i MINIMUM 03R UM COMPACTED TO M S LCD

Verge Varies

Tun rig

2.0m Concret letpath

Lone N

See notes 2 & 3 Type 7 Kerb & Chun New Pavoineat As Specified

Existing Bitumen

130mm SUB ROSE. TYPE 2.3 MIMMUM DER 45% COMPACTED TO 100% SPIN)

Medics

‘−Existing Pavement

CoVaries rector

I

Sawcut

_ _ Type 13 Semi−Mountable Kerb

TYPE CROSS SECTION C − MC01

r ....,.....1 • See note 2 : n 7 Kerb & Cho net

Awn A r a A

Stle—GPADE COMPACTED TO 98S SRN) (CEIR ra B E el:mellow° or manic N I •CCOMMICE WTI SPECIFICATIONS)

ROAD PAVEMENT DETAIL Kis

& a Pavt As Specified

N74,1 H (1) 1:50 (V) • Al Srea 1:O 100 LOCATO IN 0.90 − CH74,I75 FOR CONSTRUCTION

a

101201 atfroot

A

/12/1

NO

DATE

AMEND1.10115

Ptl

,im

INITIAL ISSUE DESCRIPIPH

m288

APPRZNED,

TO VVN 8 COUNTRY LIMITED

sof

m

Projex Partners rade re nann Tan ,„„,„,,„, P O B o C l a l Cams Old 4670 Vail

PH i07) 40415118 FAa 107)4041 5113

HARPER STREET SIGNALISED INTERSECTION AN CIBBI

TYPICAL CROSS SECTIONS 8 DETAILS SHEET 1 M S T IL

588−001−0O2.01


PAVEMENT DESIGN PARAMETERS

T.Srn

cirfYdri Lane

Gusting PAC to remain

3.3m Traffic Lone

Pavement Widening Width Vanes I

/

Maintain Existing Surface

I

I 1,

DESIGN SUBCRADE: CDR 7 (SOAKED) DESIGN IMFFIC: 5 5 4 0 6 ESA'S DESIGN LIFE 20 Years MDT 8.519 (2010) X' COMMERCIAL: 6.94% (2010)

Wearing Course 3.0m

varies ' Median

TLone urnnig

L

3.3m

Trafficrione Lone icyc

'−Type 13 Sarni−Mountable Kerb

/ Existing f19 Pavement fnt

NOTES

I.5m

TYPE CROSS SECTION D − MC01

zr−Exsitn ig

Concrete Footpath

I

Re

Refer 588−001−00101 f or rates

'—Type 7 Kerb S e Channel II−New Pavement As Specified Existing Kett to be removed

SCALE 1.100 (IL) 150 (V) 0 Al LOCAIION 74,220 − CH74.240

Pavement Widening Width Varies

intain Esisteig Concrete Surface

Exist Carport! Garden

DESIGN SURFACE

Type

7 Kerb S c Channel Remove Existing

New Posifinent As Specified

Kerb

ufristing Concrete Type 13 Semi−Mountable Kerb

Existing Kerb To Remain

TYPE CROSS SECTION E − MC03 ( H) 0 RI 1:50 O sax F 1,100 LOCATION 0125.0 − 0145.0

FOR CONSTRUCTION Ati‘

sem

Qa mor

0 11/17/13 GENDAL AXIENDIIIUSTS A 36/12/13 NULL ISSUE atll DESCRIP110/1 Wi

TOWN & COUNTRY LIMITED

p s

2

iT!

o

Projex Partners 2

HOREOWIAL

VERTICAL

OESIC11

SPROVED„.

N.1106

M I 2 6 ElEV MIME

a

AI

levet U. 22n Diaper Sir. RstrarEana PE& PO Box 2133 a l m s P p two „ 71 „ 4 1 5110 FAX 10714011 5113 ■ENGINEERNG −PLANNING

HARPER STREET S I G N A L I S E D INTERSECTION TYPICAL CROSS SECTIONS & DETAILS SHEET 2 NNW.

pa

588−001−0O2.02


o

Parish C o u n t y

o

f

Victory

f 1

I

112 65 SP201265

10 C4

1 9 6 V 6 £ 1

co 22

4A. 0

4.

41:3 tol

f .3 0

••

CI

1Z>

CI 4 i CI

I

Solander 1 I

2 SP258887 V N −0.

I

1:1

1,3

−1•■

co Ov

EA R Y I 151'2588871

4s.

V

(−I .A. 2−.

NI $ 0 ea IZZ. Ch

4,.. C:3 Cfl

V

0 co N

−a. − 74

C w

o 0

VI

0) 08

cn

MC

CAIRNS MOSSMAN

−−−−−−−−−−−−

21

Captain Cook Highway (Front Street)

R 6.K.000

.41

554•13•

_R ,

Control Line

RP8511435

RP7215211

2 RP7252I I

Northing 144.964 175.637 206.170 289.521 307.238 315.469 323.739 341.565 348.535 355.480 492.042 499.676 507.253 559.613

Level 10.553 10.675 10.769 10.690 10.630 10.611 10.594 10.569 10.571 10.569 10.699 10.703 10.706

24 RP85I434

23 RP85 1 434

22 RP851434

CONTROL LINE MCO2 SETOUT POINTS

CONTROL UNE MC01 SETOUT POINTS ChainogeEasting 73934.66476.118 73965.31376.062 73995.96178.985 74079.69386.967 74097.50588.799 74105.77789.650 74114.05089.955 74131.88890.612 74138.86190.869 74145.83391.514 74282.983104.201 74290.648104.911 74298.313106.086 74351.300114.212

528'11"

MCO)

6I

Pt 11,1 IP2 CT IP3 TC P4 CT IC P5 CT TC 1P6 CT 1P7

−4−

Bearing Rod/SpiralkLength DAngle 3545341.97 61.297 53428.80' 630 52810.77

Pt IP1 IP2

Bearing ChainogeEosting Northing 95.507 398.461 10.585 945535.40' 50 145.323 394.168 10.035 945535.40

Pt

ChainageEasting 95.4 0 37.039 58.535 38.823 56.751 40.607 55.058 55.179 41.295 58.151 38.474 61.124 35.501 76.858 19.84

55412.91" −250

16.545 34730.73'

250

13.945 3'1145.76'

250

15.33

70642.18' 2'06'42.18' 518.27.94− 518'27.94' 13048.05'

84915.99' 84915.99'

1P1 TC 1P2 CT TC IP3 CT 1P4

D CI. R0MA−>61013 Bearing Rod/SpiralkLength DAngle NorthMg Level 397.309 10.583 2753259.72' 400.892 10.677 27532'59.72' 3.567 13'37'31.77 15 401.065 10.681 401.654 10.684 2891031.49' 406.44 10.693 2891031.49' 5.945 133731.77' −25 407.421 10.697 487.71 10.702 2753259.77 409.231 10.741 2753259.72'

SURVEY STATION SETOUT DETAILS Station No. 9000 P1 P2 MC

Easting 100.000 91.060 80.490 63.570

Northing 500.000 247.230 376.060 251.840

Level Comments 10.730 TBM SIN 9000 10.440 FIN 10.760 Pin 10.470 0396 − SEWER NH

FOR CONSTRUCTION GEI•

8 11/12/13GEhERAL AMENIMENIS A

/12/1

C311•721M

M4

JM

TOWN & COUNTRY LIMITED

Projex Partners 25,0 •••

5

0

5

lo

Level 2.228 Draper Street Pertamatta Park PO & a 2133 Cairns Old 4870 PH (07) 4041 5118 FAX, (07) 4041 5113

Ilte•

RH

AN

AN 1400

PROVO)

111•160119 • MM I ES WES MR. liae•OE

INTERSECTION

DW OEM

CONTROL LINE SETOUT SHEET 1 N M % Mb.

DZAJE INSCRINION

HARPER STREET

SIGNALISED

N i t 2 / t 3 1•••5••5

588−001−0O3.01

l'""13

J


Parish

o

County

o

i f ;1 I 1 , ,„ /........_,, ent Works 6E— IExt 1 . r e ; 7−C 55: , ? . ! , 'r / 179 I i .' Ct / ,,,−−1−7—, 4 ,1 1 !I 3 Z Z1) C710−607 I (\k § *1

IC 37.039

f

tory

M

CT 61.124

IC

V i c Solander

f

N. A C. ha f2:3

−a 2 f−−_

MC017—I

.

1' I

N A to CO 3... C. 0 0

N. A Co A 0

Control Line

Control Line —.. V .41A —..

—...

....4 4a. z..

0

Existing

0 1221

t−3

PI

i=x) cCoo

C−1.

2 SP258887

20

CAIRNS

r•) Po

BAT X I SP258887 SP258887 '

:

"gr° MOSSMAN

F•rc tl (NA

P2 588−001—0O3.01

−− R 20.000

Control Line M C 0 1 − \ _

ST/49000

. I I

0.000

518'28'

__H

Drg.

_______.____.__________

Jo nis

R 250.000 _

_

511'188

Captain Cook Highway (Front Street)

Control Line MCO2

20

−IC (A 26 RP851434

25 RP851434

g

27 RP851434

4 RP804455

RP8511433 li E.4 ( I

Extent of

40

i I! 15

E

I

4 H

—Works

Ii 7 1!

50

NOTE 1.

.i

For Setout Table Inbarnalian refer Org. 588−001—G03.01

FOR CONSTRUCTION 0.1311

8 11/12/13

GENERAL AMENDMENTS

A 06/12/13

RUM. ISSUE

ND.

DATE

00:11111110N

ON 84EN

NI APPROVED,

TOWN & COUNTRY LIMITED

1 250

5

0

5

,AG0

10

AI

Projex Partners

ON.

Level 2.222 Draper Serer Parrernatta Pare

1071111

RH

AN

HARPER STREET SIGNALISED INTERSECTION

MOO SW

AN CMS

CONTROL LINE SETOUT SHEET 2

P O B o x 2 1 3 3 C a i r n s O k i 4870 PH: ( 0 7 ) 4041 5118 F A X ( 0 7 ) 4041 5113

011•319.6

KINIS W A S NOM GIME.

W E N T − ENGINEERING − PLANNING

OWNS MIL INE I I / l 2 / I 3

rateebb

588−001−0O3.02

rB


Parish County

o o

Victory Solander

f f

I

=a0−4−

.

P4

112 SP201265

_414,

Control Line MC03

2 SP258887

S.M.>

1 SP258887 11 .61 . < 1 i l

Edge of Existing Concrete Driveway

I

'.1 (A

■1 c..■

0a )

0

ap

CAIRNS

\ ,\

4>

3

v

7.−8 −1■; −−eZ 4.., 03 0) 1 , 0 1 0 CO CO 0 0 — .11 .._._ −−−...−−","""="f=—"−−−−−−−−−−−−−−−−olfl−−−−−−−−−−− ,s7,0_,−−−Ts_istovnirp1/4.:,L,7,− ',I,so,....___.•=.,−−._,2_°!−−f..J._,−−−−−=__..−−−.PACW−*−2−4sow..−'" .....,..01.___−`°− i s c e — , s m , — , , , , , , — , , . . — i s a . . . — mow 1:_—__40E−. . i — 4 5 0 Y —450.,..—

.

v4 . Zsi 0

−−−il

L.i...

L

, , I ; 1 i −J.

.

I',' „.. „

− .

− . ' — . 3 − − r . . ! − − − − 4 − H . . 7 _' − − − ' — " I ' ' . − − 7 . ' — '

.

2 RP725211

!1−1 , I

i I

1 RP725211

I

1 RP851435

−,

N 3

,

.

C.4

.1

I r−M−−−−−OSSMAN—I

■ − ' − −

22 "\RP851434

.

. .

........

_...„.., ,..,

_

. .

.

− I

I

..,

I− 25 RP851434

24 RP851434

26 RP851434

I

3_ ,.2 ,_. ,. ,. 3„. I.,r.

27 RP851434

1 RP851433

−77,,,;•, _

c T−^rvtir_c_l., − r i −1− −

r

.....−−−−

,..

−−−11.−−−−

' − ' 7 7 ' − − 7 ( − — , E − 1 − − − − − ' − − − −−C−77.,,−C−−−−−,—

23 RP851434

I

:•••

Captain Cook Highway (Front Street)

. ....

r1

1

•I NA N .) 01

V 4. 03. 0

g•■=.,

. . . MCO Control Line MCO

,−−−−−3—,

v

0

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re,i_c_.___u________

4 RP804455

Control Line MCO

LEGEND

− − —

I

,

− s − − E

− − w − −

T E S L R A

NOTE

No work is to take place within 3m tintconsulting of Telstro cable without Telstra.

Existing Existing Existing Existing Existing Existing Existing Existing

Kerb Edge Of Bitumen Top Of Batter Toe Of Batter Telecommunications Sewer Main Oectrical Water Main

The locations of underomund services hove been approximated from the

known pesilione of vahies, manholes, etc, and information supplied by the service authaities. Details of utility services are provided for information only, and no responsibik is taken for the occuracy and completeness of the information supplied. Positions of major service relocations and conflict points shall be recorded and checked by the Contractor. Service relocations may or may not be completed at the tine of consbuction. For further details, refer relevant service authority.

FOR CONSTRUCTION 9,7lE

8 11/12/13 CENERN. ANDIDAIENIS A 06/12/13 INITOL ISSUE DAR DESCPIRION

AN

J

06SUNAPPROW4

TOWN & COUNTRY LIMITED

1 500

10

5

0

Projex Partners 10

sow

20

A1 /ka

1110319.15 NICIIE11110,94 M a n 011•3•K

Level 2, 228 Draper Street Perternette Pate PO Box 2133 Ceens Old 4870 PH (071 4041 5110 FAX: (07) 4041 5113 PROJECT MANAGEMENT • ENGINEERING − PLANNING

PAN

PEI

roam

AN

AN

HARPER STREET SIGNALISED INTERSECTION

DW

woe

EXISTING FEATURES M A I M I. PIX11/11/13

6,145055

588−001−004.01

JB


P a r i County

s

h

o f f

o

V i c tory S o l a n d er coy'

112 SP201265 1−41

0

N

Construct Type 22 Concrete channel

r.z.

N

Oo

60

to 5−11

Existing tree to be Removed

CAIRNS

Os

M

3.0m wide concrete pathway into shopping centre

..■1

Extent of Wo

.47.1

50

I

Reinstate gravel access

732'

Existing tree to be Removed

b.

Mta, d

Join new open to Existing Drain−,

Construct kerb ramp Match new path to existing. − Existing − " − tree to be Removed

Type 7 Kerb & Channel

1:,

4*. 1,3

−..1 •••

2 ,z, N 03 ke.

0, L., 0 4 Refer to Project 163−001 for Internal Stormwater Network design.−.

Ir1

− •

1

−−−_−_COL

I : I • 4

1

:

I

1

1

1 , N C , I i I N E N . i i _ 1 1 , 1 C ■ I ‘ M . . . . ! I i . t . , D S , 1 .Dfil

_

t

1 I

______

,IDSDISIII*111_

−C

− p

Control Line AIC01,−−,:.

. , _ ■

Remove Existing Stonnwater Pipes

k , ,......„

1I

8

— . . . . . − −.

− Captain Cook Highway (Front Street) −−−−−− ....−−

—__

Provide new Concrete Driveway & access crossover in accordance with FKIROC std. drg. S1015

Existing Tree to Remain Existing tree \−−Stay wire support to be Removed to be relocated

Join to Existing Driveway −/

2 RP725211

− −−−..

_

_____ Existing Tree to Remain

ij

AL MI —

Existing Tree to Remain−/.

New table drain

Existing Tree to Remain „.

LL_LL_L! −Existing Tree to be Removed (Clear Zone Impeded)

−Join to ,Existing Driveway RP13511435

RP7215211

Construct new Clans 3 3750 RCP and sloping headwalls. US − E: 89.836 N: 232.912 11: 10.058 DS − E: 88.077 N: 215.471 IL: 10.016 1

LEGEND

1

1

New Pavement per Typical Cross Sections Drg. 588−001−0O2.01 & CO2.02 Prime Coat MACOO, Cutback bitumen 1.01itres/0 Seal coal 1: 50.39 PUB 1.61itres/re 16mm Precoated cover aggregate 85m7m3 Seal coat 2: S0.38 PUB 1.2Iitres/m' Precoated Cover oggreagte 130e/m.

New Kerb New Top Of Batter

— —— —

New Edge of Pavement New Open Drain

— New Pavement per Typical Cross Sections Drg. 588−001−0O2.01 & CO2.02 Prime Coat WOO, Cutback bitumen 1.0litres/re Seal: 50.39 PUB I./Nitres/0 16mm Precoated cover aggregate 750/m3 Wearing course: 50mm DG14, (4135 PMB)

— —

— — − − t — — —

Concrete Footpath − Refer note 3 Concrete Traffic Island .FP3

1=2

Gravel Access − Rpad base Type 2.3 Material 150mm thick

II/12/13

A 06/12/13 M.

DA1E

Existing Edge Of Bitumen Existing Tap Of Batter Existing Toe Of Batter Existing Telecommunications Existing Sewer Main Existing Electrical Existing Water Main Property Boundary Sub−soil Drainage dt Flush Point in Pit. Refer DAR Std. Org. 1116 for Details. Sub−soil Drainage & Flush Point in Line. Refer DAR Std. Drg. 1116 for Details. Sub−soil Drainage & Flush Point at Head. Refer DAR Std. Drg. 1116 for Details. SOLE

T O W N & COUNTRY e

STORMWATER SETOUT DETAILS

—3−1

GENERAL AMENDMENTS M A L ISSUE DESCRPION

M =NM

Al

DESIGNAPPROVED,

LIMITED

1 250 7 500

5 ITR551Ei

0

0/4 1/4 2/4 3/4 4/4 5/4

92.736 87.258 84.788 82.032 76.341 69.298

408.198 380.862 367405 308.089 243,756 173.883

1/5

88.776

417.544

NOTE 1. 2. 3.

4. 5. 6.

on l i p o f herb 0

mid−point of ggote. as

F O R CONSTRUCTION

Projex Partners 5

10

41

7.

Setout refers to centre of manhole/pit as shown

NI trees within 4.0rn clear zone from edge of traffic lane shall be removed. Refer Dig. 588−031−008.01 for stormwater longitudinal sections. All footpaths to be in accordance with FM:AOC Std. Drg. S1033. Kerb Ramp in accordance with FNCIROC Std. Org. 51016. T M ' s in accordance with DAR Std. Drg. KRG1. For all kerb types refer to DAR Std. Drg. 1033. for Type 13 Semi−Mountable kerb (*AA'in3Ornm) Traffic Islands to be in accordance with FNCIROC, refer to note 3 on 588−001−0O2.01. Subsoil drainage to be constructed under all kerb and channel with minimum grade of 0.3%. MI subsoil drainage to outlet to drainage structures

Level 2.220 Draper Street Parramatta Park PO Sox 2133 Cams Old 4870 PH 10714041 5118 FAX (071 4041 5113

RH

QUM

AN

AN

H A R P E R S T R E E T S I G N A L I S E D INTERSECTION

DW

MOO

GENERAL ARRANGEMENT SHEET 1 ORIN.

588−001−005.01 01186017 111.110. M I S 5 610431 04411050

FROJEGT MANAGEMENT • ENGINEERING

PLANNING

M a i I/12/13

N e t MR

B


I

Parish Con

nty

Victory a n d er

oo f f

S o l

NOTE 1. Al trees within 4.0m clear zone from edge of traffic a l ne shall be removed. 2. Refer Drg. 588−001−008.01 for stormwoter longitudinal sections. A footpaths o t be ni accordance with FNQROC Std. 3. O Drg. 01033. Kerb Ramp ni accordance wtih FNQROC Std. Drg. S1016. M R Std. Drg. KR01. 4. TGSFs ni accordance wtih T M R Std. Drg. 1033. for 5. For all kerb types refer to T Type 13 Semi−Mountable kerb (88•=30mm) t be ni accordance wtih FNOROC. 6. Traffic Islands o refer o t note 3 on 588−001−0O2.01. 7. Subsoil drainage to be constructed under all kerb and channel with minimum grade of 0.35. All subsoil drainage to outlet o t drainage structures.

71

Existing Concrete Driveway I .11 Control Line MC0.3 CT 61.124 I 11 r

I Extent of Works \.,4

Tr 4 1

Refer to 163−001 for Internal Design Works

C i

I

I

.14:

CAJRNS

i

Type 13 Semi−Mountable; K&C Demolish rem ano dve−exsnitg K&C I I V

Convert existing pit manhole

Demolish and remove existing K&C \ I I

S8258887 I

SP258881

f1/43

N3

11•5 [Oil!! Construct 2.0m wide Footpath and kerb ramp .— t . be .Removed .Exi.sting. tree. o (Clear Zone Impeded)

41,

P3

7 ./−

to Remain

Type 7 Kerb & Channel Match neatly o t existing — A B C . −−−−−/131−4A48−46−°1−−N Con1 '

7

Jon i new path Smoothly o t Existing _ .

Existing trees

I−Type 7 Kerb ed Channel

12

Existing kerb & channel o t remain

I2 1111

(4

I f.

−Type 5 Kerb & Channel.

cIIIIIIi...,:i' −11 Extend existing •ix 11 . 900rnm RCP from ..− 1/4 o t new Gully .4s. Pit 2/4.,\II\ I PI

E 2

−P. C−4

Remove existing Path

/

Existing tree o t be Removed (Clear Zone Impeded) MOSSMAN

− _

; Captain Cook Highway (Front Street)

0.000 _

Demosil h ond Remove Existing K&C wdie — Footpath and kerb ramp

FP2

Repa l ce costing gully pit with W S manhole Construct gully pit S pp ie over existing W FPI

\`

Existing tree o t be Removed (Clear Zone Impeded)

n JoIi

new path ,Smoothly o t Existing

ax 0.

Demolish and Remove Existing K&C

Remove existing Path

26 RP851434

Control Line I MCO7H

27 RP851434

iN−Rernove existing I path & re—gross

\.!

Type 7 Kerb & Channel. t existing kerb Match o

Type 7 Kerb & Channel.

Is\−Join

Ell

new path Smoothly to Existing

25 RP851434

Type 13 Semi−Mountable Kerb Repa l ce existing gully pit with W S manhole

RP8511433

\−Existing tree o t be Removed (Clear Zone Impeded) Extent of W01149 l to Relocate existing banner pae match offset from original kerb \i−Existing tree o t be Removed (Clear Zone Impeded) 4 RP804455 • −

Type 7 Kerb di Channel. Match o t existing W S Pit

Extent of Works

FOR CONSTRUCTION (11317

TOWN & COUNTRY

6 11/12/13 A 36/12/13 CAW

GENERAL AMENOMENIS

AN

JI/

LIMITED

Projex Partners 250 ,pa

5 a 1515E{1

5

10

INMAL ISSUE DESC/EMI!

lIESIGN APPROVED,/

A l [ O M N I . • MUMS M S S EEO MIAMOSE

41

Level 2.220 Draper Street Parramatta Park PO Box 2133 Cams Old 4870 PH, (07)4041 5118 FAX (07) 4041 5113 T − ENGINEERING − PLANNING

AN

RH AN moo

HARPER STREET SIGNALISED INTERSECTION

OW OEM

GENERAL ARRANGEMENT SHEET 2 lIVION

oael1/12/13 retia5085

588−001−005.02

JB


P a r i County

− 50

T °. 09 −Pk

CZ)

Ask TZ3

Rj−−35R

co

s

h o

JO 112 SP201265 0M 196'

■ tcz3,

o f f

Victory Solander

Cs (sr

N 2 1N4.`

is.

Moss

4.31

CAIRNS

G9

R5−

.111A1CH Fa:

W5−50A I's

G9−57A

−iii−− −

CL

EL

CL

EL 7ififillaCZP27212!BLD

Si

LINEMARKING LEGEND Legend not ot scale

EL

_

En_

EL

−−−−−−−−___ _____ −− JeonxisintgSmP ohoaytvem oetnt Marking Si

94−1A A tC O . 7392

2

D L BLD B

(Front Street) Ct Captain Cook Highway

Darner Lines Both Directions

dan 2s

WATCH FOR

Si

Control Line MC01

1

3 o 0.8

W5−50A

f0.1

Single Lane lines Continuous Broken

No

.1

U.0

Lui a 1.0LJ 03. L L it

09. 3.01_ 01.

22 RP851434

RP8511435

RP7215211

24 RP851434

23 RP851434

1

1 1015 SIGN TABLE 21 Edge Lnies Description S g n i Comments S g n i Code S g n i Number Chainoge 0 3 . 1.0 reirl;r4072 Instal New ed Resrtcioitn '50' 1 00 94−1A SpW Continuity Lnie I nstal New − 2 12 G9−57AoNSatnchatdnigofratBicycles New nay lime IInnssttaall New 3 20 W5−50A m i...n F r a Machinery 24 4 _., t a Time I n s t a l New 95 R5−35L 5 nya Entry New R2−4A oNSatndoniN 120 95−359 6 0.15 Outline Marking a Time IInnssttaall New g t a 132 n a y 7 F e n Machinery New I n s t a l W5−50A 135 G9−57A W chat ofr Bicycles IInnssttaall New New 157 98 60. I I 0.6 60. 7:1i 0 6 202 W6−19 RPedestrians 10 I Island e u f g e I n s t a l New W8−25A 202 0.3 11 G vew iay Line K pe Left Instal New R2−3A (L) 12 206 R −1−1 0.3 13 K pe Left Instal New Stop Line 237 2−3A (L) Giveway I nstalRemain New R1−2A 14 245 Bicycles o T 15 30 W6−7A 1.0 LEGEND Giveway Remove 16 16 121−2A LC J −IB eslweik lines 1 0.15 17 rc oiysc (L) K pe Left Instal New .1 A 40 requirements. w h t i M M U M R T l l n i l e m a d n i g o t e b n i a c c o r d a n c e (L) K pe Left Instal New Instal R R2−3A (L) 18 12 R C E O nadM A T requirements. dleadncew htM iR P M K pe Left Lone Lnie Instal New 32 S Pa − −3A (L) , U C D Tebnadnpnadainietdacincostarwhite htiw TM standards. 19 18 R22− ocorkdvitrsaencseaIsalnredw hqstuirieodM gilnsKoebrstR ebnadsniotParcocw K p e Left I n s t a l New A l e t t 3 A 4 20 29 A Bicycle Symbol Pavement Marking A PIs sa per gFi 52.5 Painted 4 6 SupeadnpielmeSnttrips,atM chU eM vr/onsPartw hti2.ow 5M rs foyolew bidirectional RR FOR CONSTRUCTION Pavement karts R P M s sa per gFi 52.2 Painted sialndsPoatrt eb redy/eolw undirectional R 6. M A lleadnoihterStriptrasf,icM U C O T . 2 HARPER STREET SIGNALISED INTERSECTION Projex Partners / 22 23

95−359

NaStanding

•11.

OL−3

22 11 285

Town & Country Giveway No Standing at any lime

91−20 95−359

Remove and Re−Erect Relocate Relocate

24

267

R2−3A 04

Keep Left

Install New

25 26 27 28 29

296 271 266 262 300

92−36 (L) R5−35L

Keep Left No Standing at any Time Street Name Cyclists must Dismount Caravan Park or Site First Aid, H opita s l , Doctor, Ambulance or Medical Centre lAossmon Gorge Street Name Watch for Bicycles Minor Rood Junction on the Left Hazard Marker Hazard Marker Giveway

Install New Remove To Remain Remove Relocate

− 09−580 S9

30

320

Si

31 32 33 34 35 36 37

339 349 382 395 27 12 25

511−50

− 59−57A W2−4A 84−001 04−001 R1−2A

Relocate

To Remain To Remain Install New Install New Install New Install New Install New

92−30

− − −

New kerb New edge of bitumen

Existing edge of bitumen

New sign

1111311.

RH

ORM

TOWN & COUNTRY

1 250

51

5

M

i

i

r

C

I

214 M I B 11/12/13GENERAL AMENDMENTS fiti:7•',: A N IT IAL ISSUE U S t M t i − I AP−PtiMM,A DESCRIPTION 100 DATE

06/12/13

10 '

51 A3

1 500

LIMITED 131535516 ill W E B 451133111313 =AIM

Level 2.220 Draper Street Parramette Park PO Box 2133 Cairns Clid 4870 PH (0714041 5118 FAX (07) 4041 5113

PROJECT MANAGEMENT − ENGWEE5110 −v.404000

AN

OMB

SW

AN IMO

DEISM

SIGNS & LINEMARKING SHEET 1 I M M O NIL ormil/0135

588−001−006.01

imams I B


Parish County

o o

V i c Solander

f f

tory

1.1

tnr

CT 61.124 cz.

Remove and reinstate existing 'Town and Counby" sign (i) Relocate Existing Sign

UJLLHJHH 3.58

R1−2A

−Relocate existing 'Civesoy' Sign

G9−57A

3.50

Control t h e MC01

R2−3A(L)

@

N M .

minting 6 "

R2−3A(L)

20

Control Line MCO2 25 RP851434

26 RP851434

27 RP851434

sign() Remove & reinstate minting 'No Slanting'

d

Existing street name sign to renuin ®

fa

Ramose & reinstate misting 'Cyclists must dirmauM. Man

R1 —2A

C)

4 RP804455

tin Existing I l i c y d e sign to remoin

t, a_ 40

122−3A(L)

NOTES

RP8511433

+

1.

Refer to 588−001—006.01 for linemarking legend, g e n e r a l legend and signs table.

FOR CONSTRUCTION 1−71−1

CUM

TOWN & COUNTRY LIMITED A

/12/1

en. ocr

Projex Partners 1 . 0 so0

5 e

0 i

i

i

5

.

5

M

M

INI1IIL ISSUE 0008'I88

0(588

Ao4'roMiti

AL INFLOINS

IAAILL AWNS NEVI GLOM

10 I

AI A3

Level 2.228 Draper Street Parramatte Park PO Box 2133 Calms Old 4870 PH: (07) 4041 5118 FAX (07) 4041 5113 PROJECT AlANAGEMENT −ENGINEER...05MM.

wan AN

AN

HARPER STREET SIGNALISED INTERSECTION

DW MOO

moo

SIGNS & LINEMARKING SHEET 2 AMNIA AL

a

t 1/12/13 wet5085

588−001−006.02


1−7

P a r i County

s

h

o f o f

Victory S o l a n H

d er

I

i H

,

73980

73960 1 a )

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ur,

11.43 LI 0

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C N IT) 0

1

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1

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Ic.C) I 6 60

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1

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C'3 41, N CS

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co (....

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0 !

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I 1

−4,

i

9 4

,! ID k

e

A.

Join to Existing Drain

'"

i : 2 '−−−−....−−−<−−0 , −,/ ci •

− . _

Cook

588−001—007.02

. . . . . . . . . . . . . . . . . . . 8 .1.8 1 ;ID Highay(Front'Street),=1_− Org. Jn osi

Control Line MC01 −−_.−−

K

■■■■

Join to Existing Drain

4<.t

a

tail

\ \ \

22 RP851434

RP8511435

725211

2 6P725211

RP

SETOUT POINT DATA LEGEND Design Kerb Existing Edge Of Pavement New Contours alaS

Batter Interface Costing Water Existing Stormwater Existing Sewer Existing Electircal Existing Telecommunications Existing Vegetation Property Boundary Earthworks Boundary New Open Drain

Costing 70.755 72.267 72.470 72.063 70.375 67.661 64.261 61.284 58.245 60.230 62.212 67.013 71.486 75.198 77.790 79.009 84.844 84.998 84.551 83.512

Northing 241.245 246.264 248.868 252.323 255.365 257.540 258.529 258.804 259.084 264.273 264.089 264.397 266.166 269.226 273.279 277.932 368.002 372.899 377.778 382.566

Height 10.455 10.465 10.458 10.436 10.402 10.407 10.497 10.639 10.696 10.860 10.808 10.644 10.586 10.567 10.549 10.528 10.333 10.351 10.377 10.410

26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47

82.736 81.052 78.377 74.921 70.950 66.952 56.183 51.548 37.139 33.264 36.959 38.732 39.094 45.286 44.858 46.088 49.758 66.815 71.728 76.544 81.078 85.154

385.315 389.140 392.352 394.701 396.005 396.557 397.604 398.619 403.630 411.887 413.031 416.468 421.034 420.474 415.749 411.780 409.832 408.175 408.182 409.150 411.042 413.783

10.429 10.457 10.485 10.508 10.529 10.546 10.594 10.627 10.714 10.699 10.701 10.704 10.707 10.658 10.656 10.656 10.644 10.575 10.552 10.517 10.472 10.420

Oaf

13

11/12/13

A 46/12/13 NO.

061E

GENERAL 680800Of02

AN

TOWN & COUNTRY LIMITED

48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67

88.616 91.329 93.190 94.125 104.444 103.820 104.437 105.054 106.492 109.679 113.761 119.723 114.738 110.860 108.218 107.522 114.080 115.945 119.993 122.429

417.268 421.363 425.910 430.732 366.108 371.188 377.832 384.476 388.360 391.005 391.701 391.147 402.312 403.770 406.956 411.036 481.622 485.915 488.265 488.504

10.381 10.405 10.470 10.496 10.292 10.312 10.335 10.316 10.267 10.189 10.104 9.982 10.146 10.263 10.357 10.404 10.545 10.591 10.643 10.657

FOR CONSTRUCTION

Projex Partners I 250

5e•Mill5

10

1 500

Al

Level 2.228 Duper Sheet Parramatta Park PO Box 2133 Cairns Old 4870 PR (07) 4041 5118 FAX (07) 4041 5113

011•11

1/11

atom

AN

AN

065094) frernovw,

A i D O O M i l l i O N S Y I D S K I D 01.135119F

HARPER STREET SIGNALISED INTERSECTION

DW

COMM

wow

GRADING & SETOUT SHEET 1

INMAL ISSUE DESG1IP11011

24 RP851434

\

N

Point No. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

23 RPM 1434

\

1/4

tom I

1/12/13

rem saes

588−001−007.01


P a r i s h C o u n t y

V i c tory S o l ander

of of

76.858

®

CT 61.124 60 IC 55.179

@ I

@−

Control Line MCO2

67 la 607 40

IC 37.039

10 TZ,

N

£T591'ri,f

co Ca

(—) C")

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Co t1a to Co

MOSSIAAN

n3 ° toa

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1 1

0.000

588—

_

Drg.

−− Captain Cook Highway (Front Street)

Jn osi

\ ,

Control Line MC017

− 0_

L

4 RP804455 25 RP851434

26 RP851434

RP8511433

27 RP851434

NOTE 1

1. 2. 3. 4.

,

Control Line MC03 r\ \1,1 , −

:

For legend refer to 588—007.01 All setout data will be provided in 12D Model Refer to 588−001—007.01 for setout tables Setout point is Lip of Kerb & Channel

FOR (11:1f

TOWN & COUNTRY B 11/12/13 GENERAL A 36/12/13 NTL

DM

AMENDIAEMS

INITIAL ISSUE DESCIMON

AN :reoT:iT:

A

DA.SereN,405554

LIMITED

RH

Projex Partners 1250

5

1 500

0111:161■15 01111:11113 M I S S NORD onemr

10

M

Level 2.228 Draper Street Parremette Park PO Box 2133 Cams Old 4870 PH. (071 9041 5118 FAX (07) 4041 5113

OHM

AN

HARPER STREET SIGNALISED INTERSECTION

DW

AN KIM

ONSTRUCTION

Offia

GRADING & SETOUT SHEET 2 OWING 10.

w e l l / n / 1 3 vox 50art

588−001−007.02

JB


Existing Surface

I I

DATUM R L 0.2 DESIGN

1

EXISTING NATURAL SURFACE LEVEL CENTERLINE

...,1 (111

21IE'

2 1

J

I

CHAINAGE ,

° °

•E 2

..2

di

.

°

8

2,

°

al

g

a

gl

a PI

g F!

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a al

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° 8

2

2'

8

:=',

°

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:el Ft'

,

S −250m 1,16.5in

8_010m L=1t1 m 3

CURVE DIAGRAM

I I I

I

1

CENTERLINE LEVEL

2 −7

8

9_2.59m__ L=13 9m

LONGITUDINAL SECTION — MC01

HoNriiez,v, 550 00

GRADE LENGTH

C V LENGTH C V RADIUS DATUM R L8D

J1

Ir./',/

DESIGN

CENTERLINE LEVEL EXISTING NATURAL SURFACE LEVEL

j ,nAgD

!

g.

ggagg

1

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aLaig

,

RI

I E E; 2 2:2

2 /

!

I

• "11:149ie

1:4 (.4

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,;'

LONGITUDINAL SECTION — MC03

Horizontal 500 Vertical 50

C1110

A

1/12/13 G E INERLI AllE1401.01TS /12/IZ I f i l l a t ISSUE

NO DATE

AS

JO

OCSCRPTION AS•PMPAEO,

TO VVN 8. COUNTRY LIMITED

,soo io 5 1 Iwo el2e os

o

oo

no

FOR CONSTRUCTION

Projex Partners re.a 2 28 P a p e PO8022133 Cams Oki 4070 H P 1074 4.1 5110 40−407) 4047 5113

HARPER STREET SIGNALISED INTERSECTION

Slr 001

PB100111.0110 Pea

rvostacossso o

1100

A1 AI

VEPTIO, M O M S II a

S la000 a

l MOH

0 . E C T MANAUEMENT − ENGINEERING

PUNNING

J.

ROAD LONGITUDINAL SECTIONS M N / 0 10.

evelltIZ/L3 warm

588−001−008.01

ea.

B


STRUCTURE NAME

STRUCTURE DISCRIPTION

e

P−J Join to existing MINIOle at

structure number 0/4. Existing stonnwoter pipes to remain.

Join to existing manhole ot structure number 1/4. Existing stormwater pipes to remain.

PIPE SIZEmm (Class) PIPE PIPE FULL PART

372(2)

GRADE % 1.00Z mem SLOPE 1 n i X PIPE FLOW VELOCITY Cm,/* FULL FLOW VELOCITY (m/4r

900021

900122

1054021

100(21

0522(

,033%

011x

(1.12X

511.72

1050121 0.130

80721

750.30

150

1.50

1.12

0.411•12 R_ I −8.0

WATER LEVEL N I STRUCTURE HYDRAUUC GRADE LEVEL

2'S

23. 2

E.i 51

PIPE FLOW (Cumecs)

0.078

1.197

PIPE CAPACITY AT GRADE (Cumecs)

0 175

1074

2J

DEPTH TO IWERT

10.551m

27.894m

5

LINE

1.197

1.312

1.312

11100

1.017

64.577m

70.227m

1.324

P. ••••

INVERT LEVEL OF OMR DESIGN SURFACE LEVEL REACH LENGTH

'

aa

aa

Ja•

a 13.711m '

59.391m

4 STORMWATER LONGITUDINAL SECTIONS Horizontal 1000 Vertical 100

pm,

MN

l000 C

2/12/13

B 11/12/13 56/12/13 No

GATE

PIPE 1.11157140 MEMO

Oil

JO

GENERAL AMENDMENTS

MO

JO

TOWN & COUNTRY LIMITED

o

2 o

no

4 a

so .1

COIGN APPROVED

OH

HARPER STREET SIGNALISED INTERSECTION

L e m I 7 . 2 2 0 D a p & Slreet

1,,00

Honipum, 'op

2

P a One 2113 C A , m s O l d 4870

• Al

a

4

MEWS

ICIM M O S

INIIEE

STORMWATER LONGITUDINAL SECTION

PH 007■ 40415110

AA

FAX

INRIAL ISSUE DFSCRIFIION

FOR CONSTRUCTION

Projex Partners

PROSCT

1071 A D C 5113

E N G I N E E R , . − FtANtIAJ,

588−001−009.01


—Nags Surface

TIT

Erabrig Surlacen,i 2.824,r i E 85 CIBB N :Bo 917

SURADA

i F!

DESIGN RETRACE

lei

J 'I NATURAL SURFACE

oF FEsi

1

if

I

83. — p3p

Ch 74060.000

I

T

0

Ch 73995.961 N

I

0013

4

DESIGN

SURACE

NATURAL

SURFACE

1 4 19.64

Datum 66 i

i

1

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DESIGN

AP I 82

'SI

Ch 74040.000

I 38 R.

H

NATURAL SURFACE

I

CEFEST

1

Ch 73980.000

t

76 GP

For setout and levels through servke entrance road refer Drg. 588−001−007.01−02

E el 277 .039

21

DURADE

NATURAL SURFACE

DESIGN SURACE

I 841

NATURAL SURFACE

7

Ti

i1

ii Ch 74020.000

OFFEST

Ch 73960.000

For setout and levels through service entrance road refer Org. 588−001−00ZO1 −02

I

E .37 N 210

I DESIGN SURACE

DESIGN SURACE

NATURAL SURFACE

/

II

SURFACE

9

1 ,FEST

Ch 73952.078

Ch 74000.000 FOR CONSTRUCTION 5011£

TOWN & COUNTRY 13 11/12/13 36/12/13 RN

OAT

GENERAL ARIENDADITS

P11

411

LIMITED

1 1 . 1 o 2 . 1.1iSSII

2

Projex Partners AsAl

M A L ISSUE APPROVED

AL M E M O W I C A B S N M M C @

RH

HARPER STREET SIGNALISED INTERSECTION

S e ' 2 225 rir.P"'?", Parrnmatle Park HISI SPA 2183 CRAP 133 PH 10114041 5,8 " c " 0 8 " 2112 •ENUNEERING −PUNNING

MC01 − CROSS SECTIONS SHEET 1 NOME MI

588−001−010.01 InitHVIS


11

I! I

I

03 055 323739

GUS UN

' ''. 1

DESIGN SURACE I

J 2: 2

NATURAL

DESIGN SWEDE

2

NATURAL SURFACE

ig ioi

2Gs

I J . CflIEST

i g. st ES

E

Ch 74145.833

Ch 74114.050

− 91042 N 349666

'AI DESIGN

1 XT:

NATURAL SURFACE

a j

t

9

2 i _1

ii

r,1 Ch 74100.000

Ch 74140.000

Design Surface

NN

Existing Suntan

r%

;1!Li5 DESIGN

DESIGN SUNG CU

SURACE

SURFACE

−S

RI

ZIti

RF

a il

ril

ti

II

I

N

Ch 74131.888

Ch 74097.505

' E

E 136 S94 N 7891126

salsa

N 555W i AI ;1.

DESIGN SURACE

SORACE

q inj 2−I R A

NATURAL

SURFACE

iSj

9

DEFEND

9

Ch 74120.000

Ch 74080.000 93IE

a EIS

8 1 /12/13 GENERAL AMENDIENTS 2/12,FIZ KRAL ISSUE Em OAT

RUE

−iRA HI

TOWN 8 COUNTRY LIMITED

;,−

I IOC 1109

I

it

I

2

3

r

Al ND

Projex Partners Lea

2 22X Draper TVs. EsIIIINNEs ENIS P O Ras 2133 Cairns Od l 4870 FR 10714041 511S

121454212

FOR CONSTRUCTION HARPER STREET SIGNALISED INTERSECTION

.219

AN

MC01 − CROSS SECTIONS SHEET 2 588−001−C10.02

1−B )


Design Surface Existing Surface— \ Et

—1.9ex

DESIGN SURACE

NATURAL SURFACE

si

C

2

h 74260.000

E

DESIGN

2 53

NATURAL SURFACE

)1.

C

h 74240.000

N 429 324

DESIGN GURGLE

NATURAL

SURFACE

2 '

DEEM, C

h 7 4 2 2 0 000

4;6

DESIGN SURACE

NATURAL SURFACE

iiToFFEVI

For setout and levels through Harper Street Intersection refer Org. 588−001—0072

C

h 74160.000

F

9111.

9/ff

P r o j e x Partners

O

R CONSTRUCTION

H A R P E R S T R E E T S I G N A L I S E D INTERSECTION

P5512 225 T

O

W

N

8

COUNTRY

PUP SPURS park

11013,2199 Cans 5 A NO

1/12/13 6/12/1. CATE

GMERK MCADAM'S

521

911

LIMITED

PH FA%

O l d 1070

(071 4001 5118 (0 7 ) 4 0 4 1 5117

MUSS ISSUE IESCRIPTON

2I2I

AnPROVEll

ENLINEANNE .ANJNINE

Male

M C 0 1

7 ki− fm 1/i3 n itI

C

R

O

S

M I M E IV 588−001−C10.03

mit51111.5

S

S E C T I O N S S H E E T 3


Project Management Engineering Planning

SETTING OUT

HARDWARE FOOTINGS

− to the center of the footing) (Co−ordinates are given H'wom No 0

61 0 0 0 0 0

0 0

Hardware Item 4.1m 4.1m 4.1m 4.1m 4.1m 4.1m 4.1m 4.1m 4.Im 4.1m 4.1m 4.1m

Post Post Post Post Post Post Post Post Post Post Post Post

0−z,Controller

I.L3 Refer 1403 1421 1423 1436

CO−ORDINATES X −EA511NGS Y−NORTHINGS 385.05 107.53 381.46 97.69 386.79 8E1.11 392.82 88.86 399.37 81.98 84.27 89.97 98.72 108.61 110.11 113.38 110.99

405.09 405.02 412.92 410.03 406.16 396.92 388.59

112.45

380.51

Parish County

o

Victory Solander

o f f

Nlowable variation to M I N * Post/Pole location for service confficts

S andard Drawings:− Mast Arm Footing Installation Details Traffic Signals Post Footing Installation Details Controller Base Installation Detain Traffic Signal Symbols

SETTING

OUT

Note: My variation other than above inll require redesign of crosswalk and/or stop Hoe locations

Location kr 'Setting Out' tables

VARIATION TO SIGNALS HARDWARE LOCATIONS The locations of underground services have been approximated from the known positions of valves, manholes, etc and information supplied by Service Authorities. The services provided on this drawing are provided for information only and no responsibility is taken for the accuracy or completeness of the information supplied. Services shall be verified on site.

PITS

(Co−ordinates are given to the center of the pit) Pit No.

Pit Type

CO−ORDINATES

LEGEND

X−EASTNGS Y−NORTHINGS PI No.1 (J) 112.38 379.56 ROUND 112.51 381.80 P2 ROUND 107.94 P3 384.51 ROUND 97.70 382.28 P4 P5 No.4 97.35 380.38 No.4 93.18 346.67 P6 No.3 346.91 P7 92.08 87.43 P8 ROUND 386.49 P9 ROUND 88.88 391.89 No.4 84.71 393.66 PIO ROUND 83.09 399.28 Pit PI2 No.3 78.05 400.00 ROUND 85.10 405.07 P13 No.3 85.68 PI4 406.66 PI5 ROUND 90.32 405.56 ROUND 98.71 413.83 PI6 PI7 No.4 99.29 415.80 PI8 No.4 101.06 447.64 ROUND PI9 109.13 410.92 ROUND P20 110.15 407.80 ROUND P21 114.42 396.84 117.72 P22 No.4 396.52 ROUND P23 110.07 388.18 Refer S andard Drawings:− 1314 Pi Drainage Details 1415 Circular Coble Joining Pit 600 Diameter 1440 Pit−Concrete Surround

Assodatal Jab Nos

o i s

• P10

I

O IW F LIES

I Ref) Certification I Date Pittoffiedi I IIIA585 Teen It Comb, Sknele Self−001 H a w Street Sigriebeil Inteviclien

Round Pit New No.3/4 Pt New (Refer setout table) Pedestal post/Joint me post Pole Number Pit Number Traffic Signals Controller

NOTES 1. 2. 3. A Licenced Electrical Contractor shall supervise the installation of conduit. My conflict between existing services and signal conduit to be resolved by the Ucenced Electrical Contractor in consultation with the Principal

Soaks

SURVEY DATA 0

2 4

6 8 10m

Surrey Maks −Ten−C11

PIT AND CONTROUER INSTALLATION NOTES I. 2.

CAIRNS REGION CAPTAIN COOK HIGHWAY (CAIRNS − MOSSMAN) IIVTERSECRON WITH HARPER SlREET Preceding RP

ginsiiing Ace.H mber NO OJECIREIL MIS NO

s o t * i n Wet An..

20t/22

I

Dist to start (l.) d

From start to end at job

From end to Following RP

3.478

0110

0.078

4.

Location of all new pits to be confirmed with electrical contractor before installation. Conduit associated with controller base installation to be confirmed with electrical contactor bet ore instaktion.

Reference Points

Height Ori Preretindry DeVisioesiDeacriptions

UNLESS OTHERWISE STATED "P. 2x10001A HO ORANGE (2404) NEW 3x1000IA HD ORANGE (2400 NEW 1x50066 HD ORANGE (0A) NEW

Ausiny Dm Nos I Hoar. I GM

A I

*0400

RS RS

DR 'Design Review (RPEC) RC.

Folios Ftr

1

TRAFFIC SIGNAL INSTALLATION ITS DESIGN FOOTINGS, PITS AND DUCTING

SW Designed

20/24 01111tWrilll

5.

Traffic Signal installation to comply to Main Roads Stondard Drawings and Specifications. Pit concrete surround are required if not located in concrete surface. Adapt some dimensions from STD DWG 144f1 *Pit−Concrete Surround for circular pits. Cable pits and conduits are to be supplied i t installed to DAR Specification MRTS91. MI service details are shown on drawing 588−001−004.01.,

AREA

868

CERTIFICATION SIGNATURE

NO. 1 DATE

Sae Number

Que: QoarrissiGaernment

TBA For stheme approval states refer DM. NA.

Transpor and Main Roads Transport

Job No. cDmipie adroct. Sena

Number

I

IBA 11 lil ..TS01111−C of 02

=nEtZER=Eilt


51

1

41−76—°.

J DIAGRAMS

−V

14

I

24—

A PHASE G SINAL GRUM1 2 VErectf/PED 401 VG2 LOGICAL INPUT 2 5 CAU X X X EXTENDX X INCREMENT X

−1.3

n T

I

.1

1I −.11.3

4,....

1−−I r

−−V I

SPECIAL

P a r i s h C o u n t y

o

o f f

1 1 WOOMORTHS SITE

ii fp

TABLE−−

■"'

. , −−−−y

r_____..−/−

_._.s.s−−− − . −−−−■ —*

− −−/− i

• −− n lil − −−−−−..7 1,31:8.< −−−− , −− . _−−− , −__ − − to CAPTAIN jN−− COOK H G IHWAY C (AR INS − mos3A )0.1,0N). STREET) −−−−__ , ____ −− ,− −.A __„ vry‘i ..

7'−•_.

_,____,___,_,__,

,___,

E

C ".

,,il—,−− ,. −.,./ l 11 re II it

)

— • — _. _IIVIIINIA −. D V I C E ON −

• A IleceNier 70

1

Associated Job Noe

SURVEY I DATA

M a ury Dog Now Hint. Grid Height Prwaniwxy bsww Reinions/Deseriptions

U

N 3

COMMIS CONNECTS a_Xi 041−10−2 (12,,,Y, 0000 eo* 011 g 1 00 00 USED CORES 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 11: 14 15 16 16 17 17 18 16

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

USED CORES USED

r

7,15,0−−−,— 5■AV

COMELIER MIX LOrP/P13 D ST I TO11 RRIIRMI. INPUr cONFIGURRION STEP UNE PI 1 PRESENCE ADVANCE 35m 12 P2 2 P3 3 STOP UNE P4 4 PRESENCE 3,7−−−−−−2x,1− , −x P5 5 ADVANCE 35m 13 CAPTAN−CO OK_,_ ._,.. (AR INS − MOWN° (FRONT H G IHWAY C L O O P 6 P6 6 STOP UNE . .−y•jor E D OWDB19 19 −−alKir COUNT − 14 R PB 8 ..p.− PED3 Q9 9 COUNT − G REEN W06 20 20 0,0 10 C O U N T R E D 21 21 OW011 — 100. II011 11 COUNT — 15 PED2 12 09 22 22 GREEN W ' −,−−−−−−−,...1−−−−−−, 13 R E D DR01423 23 1−'' 14 18 FEDI ...−−− 15 _−−t, GREEN W01224 24 16 17 ,i,.. ' 18 , 19 GENERAL:NOTES '*". EXT4 D E T 29El3 20 Dff3 OCT 30 E7 P3 P3 For traffic. signal 'symbols see Standard Drawing 1436 . DR2 OET 31 ES 21 2. For loop configuration refer Standard Drawing 1424, 1425 & P2 P2 22 1426. PI PI E 2 0 1 C E T 32E5 23 3. Al calculations based on 2300 supply. A RD 2301, ATA RD 4. limimum voltage drop fawn supply point − 5% 24 (3 R P GY PR GY D U COMMON 5. Installation si ot comply whti the requirements of AS3000 and Alm 25 I t 810 C121, NL OK KUM. Queensland Department of Mani Roads Standard Specifications 20 and Drawings. 25−36, 19,20, / 27 6. All spare cores are ot be tied ot earth ot prevent induced 23−36, 28 300T0OE 0006 P2,P4 voltage. Pl,P3, FORM o comply whti earth fault loop impedance requirements all 7. T E8 29 Pb4−AUDIO 0114 Ey P4 multicore traffic signals active cable shall be 15.mm and the cif3 CABLE SIZE 30 003−A000 36 36 neutral 25.mm minimum unless otherwise noted on Drawing. ErT2 E6 31 Pb2−AUDIO CONTROLLER 1YPE PHILIPS PS03 QC88) 8. A IJ new lanterns are ot be L E D type art E5 32 Pbl −AUDIO Dram CAIRNS REGION RS SaN e oonborTBAeQeseedun d6ovemment TRAFFIC SIGNAL NSTALLATION

, _ / , ‘ _ : : .i...−'1"−−−

E.−,−...L..−1._

Point of supply

I

R

cORRECTS

sow —

,

_ _ _ _ _ _ _ _ _− − . . . _ Fr−

— 15t7/ −−

..._.,,..„,5%−

PHASE

G PHASE

RUN 2

RUN 1

8 REDA5 1 1 TH.LOW A42 MEINA33 RED08 4 2 YELLOW A75 — GREEN A66 7 REDAll X X 3 *WMA108 − MEINA99 000erriands on dets I & 4. fI onyl det 1 or 4 demands, then cab D10 or D20. fI gap occurs RED61410 D teminated by max. fI gap occurs ni DI then cul 010 or 020. If no gap occurs or Dl then O 4 YELLOWA131 ni D10 or D20 and demands an del 2 or 5 overlap SG1 or Sg2 ot AO. Al212 BREEN CONFUCT TABLE X (N V i c t o r y IDC IA115 CONFUCT) RED13513 Pro eat Management 5 lailiwGREEN :4511: 2MUPS3 % C H C I L E G R O U P S nill SolanderEngineering 1 23 4 5 6 I 9 10 4 Planning 1 12 Li \ RED813 16 XXX X 1 )7I 0 6 9001.08 2 \X X X 87 17 XX X\ X X ,1.)3 GREEN 86 18 X \XX X im 54 XXXX\X r i XX 7 .6xxxxx, x. ,,____, \ 7 l' : \ 1—.))— 8 \ \ 10 Ii 4 \ \ 12 9 XX X 1 X XX 2 3 XXX 4 10 D 2 PHASE 2 4 1/02VO4 4

−−−!=—7 57id , _ ,,,,,,, ____

.,

i

g

G S N IA L

T

0 1 PHASE 1 3 VG13103 I

0 PHASE 3 4 503 5404 1 4 PRES PRES X X

COMMONS

4 2 410−

T

T

C PHASE 6 VG6 6 X

G R O U S P

FUNCTION

I

B PHASE 15 16 5 14 PG2 PG1 AGOP03 31 32 3 30 X X X

1

1

1

1 Survey Ref Certification Date Iticrofied Boole CAD RES I VIA586 Town & Canby Sonde \565−001 Hann Anwt S w a m i Mermen \ O w i n g \ Seb−001−Ce − CABLE

Scales

2 4 6 8 10m 01.1■1■1■1 − s t u . iii j a y . RAM .dwg

...Jo . h . g , . . d....

3

1

3

3

a

3

3

3

3

3

CAPTAIN COOK HIGHWAY (CAIRNS − MOSSMAN) IIVTERSECTION WITH HARPER S7REET %T.' Design Proowolng Tip 20A/22

Oen, to s t e t of job (on)

I

34.76

ITS DESIGN CABLE CONNECTIONS

ow

06'163)

RefeFrom rences t Points e t to Fero end to Folkway end of ojb Foolw nig P R RP 0.676 I I 01.10 I I I &rough C l o m p 'torn 20,1/24 o,1JULGRAVE D m / / INO 200/8C9g RD

ENG. MIA

,

For serene DG IN IEFRN IG CERTF I1A rTO IN (111%3) SIGNME NO DMEvo.4,4 )6.(1'No.'f' Eng. ( of

Transport and Mani Roads Job NO. Cembact tlo.

IBA TBA

!WINO NO.588401−C12 I 1 1502 of 02 ) Series Number MRELIeloi_ (02/1 I


Document Transmittal consulting engineers (OLD) tront St Mossman

Project Name:

I Project No: SPA Consulting Engineers (OLD) Ply Ltd PO Box 664, North Cairns OLD 4870

The documents listed below have been issued tor your use as indicated rn the Reason or Issue section

Tel: 07 4032 3311 Web: www.snaconsultrna.rom

MI revisions supersede any previous revision of the same document You are le sponsidle for °ended of these documents within your organisMion.

Issued to:

Attention of:

Projex Partners (Sunshine Coast) Babinda Electrics Ergon (Cairns) Prime Construction Projex Partners (Sunshine Coast) Projex Partners

Mick Thomas Alan Abel Greg Cahill John Macpherson Daryl Walker Wayne Knight

Number of Copies 1 1

1 Reason for Issue codes: ArApproval CPConstruction InInfonnation P=Preliminary T=Tender AC=AS Constnicted Medium codes: E=Electronic H=Hardcopy P=PDF D=Hardcopy & PDF F=Electronic and PDF Delivery Codes:

E=Email

C=Couder

H=Hand DelHered

Doc. No.

M=Mail

U=Upload

Reason for Issue:

A

A

A

Medium: Delivery Code:

Document Name

9 F.1

F,3c;i5'

Revision letter / number e−transmit

2302 2302−E01

Front Stillatper St ,I UDC US Electrical Reticulation, Site Plan, Conduit Schematic, Notes and Sched.

1

2

3

2302102

Front St/Harper St I, UDC US Electrical Reticulation, Conduit and Construction Schedule

1

2

3

2302

PRINT WARNING

Material List e−transmit into AGE'

Printed iuocentrottaer bootee tot this Manual et pan thereof should not be relied upon as a cmeent reference AsseenasL ALWAYS refer to a tentrollecr copy of the Manual for the latest version

Page 1 of 1

2302

Printed' 20/12/2013


spa

consulting engineers (OLD)

VEHICULAR AREA LIGHTING COMPLIANCE CERTIFICATE DESIGN DOCUMENTATION IN ACCORDANCE WITH THE REQUIREMENTS OF AS 1158.1.1:2005, APPENDIX D E(a): REFERENCED DOCUMENTS E(a)1

PROJECT: Front SVHarper St Intersection Lighting Upgrade

Drawing No:

TITLE:

UDC UG Electrical Reticulation Site Plan, Conduit Schematic, Notes and Schedules

2302−E01−REV3

UDC UG Electrical Reticulation Conduit Schedule and Construction Schedule

2302−E02−REV3

E(b):

ELEMENT DETAILS

E(b)1 E(b)2

E(b)4

Straight Sections (Clause 3.2) Longer Radius Curved Sections (Clause 3.3) Intersections, Shorter Radius Bends and other Specified Locations (Clause 3.4) Isolated Intersections (Clause 3.5)

Etch

LIGHTING CATEGORY

E(b)3

Refer AS 1158.1.1:2005, Section 3 Front Street (Between SL 505 and SL 212) NA Front Street / Harper Street Front Street / Access to Ex. Shop. Centre N/A

Front Street E(d): E(d)1

V3

LIGHTING ARRANGEMENT& GEOMETRY Road Name

Refer AS 1158.1.3:1997, Section 8 Front Street / Harper Intersection

Lighting Arrangement (ARR) Carriageway Lighting Design Width (WK) Median Width (Wm) Mounting Height (H) Overhang Upcast Angle Pole Setback Spacing E(d)2

Road Name Lighting Arrangement (ARR) Carriageway Lighting Design Width (WK) Median Width (Wm) Mounting Height (H) Overhang Upcast Angle Pole Setback Spacing

Version: 4/12/2009 by JRE Printed: 20/12/2013 Uncontrolled when printed. Refer to digital copy on server for latest version

Page 1 of 5

6 12.0−20.0m 2.4− 3.8m 12.0m 1.1 −2.1m 50 1.2— 2.2m Illuminance based calculation Front Street (Harper St Intersection to SL Stn 212) 1 13.0m NA 12.0m 2.1m 5° 1.2m 40.0m

2302_SPA_Lighting Compliance Certificate (Cat V).Doc C SPA Consulting Engineers (OLD) Pty Ltd 2009


consulting engineers (OLD)

E(t):

LUMINAIRES & LAMPS

E(f)1

Road Name Luminaire Identification. Lamp Type. Lamp Flux. Iâ&#x2C6;&#x2019;Table Number. Lighting Tariff. High Power Factor (HPF)/Low Power Factor (LPF). Start/Run Current

E(g)i

Sylvania Roadster Aeroscreen S250CA Sylvania SHPâ&#x2C6;&#x2019;T 250W HPS clear lamp 27,000 Ims 98318.cie / 98376.ies Rate 2 H PF 1.55/1.2 Amps

SCALED PLAN(S) Refer to Referenced Documents Section E(a)

E(h): E(h)1

CAT

Design Method & Light Technical Parameters Straight Section Design Method Maximum Permissible Spacing Ave L Overall U0 Min UL (cd/m2) Design Design Code Design Code Value Code Value Value

Front Street (Harper Intersection to SL Stn 212) Luminance Based Computer 40m Max TI Min Es Max UVVLR Code

Design Value

Cod e V3 0.75 0.85 0.33 0.59 0.5 0.73 20 8.96 50 Is compliance with the maximum permissible spacing achieved on straight sec ion? E(h)2

CAT

Straight Section Design Method Maximum Permissible Spacing Ave L Overall U0 Min UL (cd in2) Code Design Code Design Code Design

E(h)3

CAT

Value

Value

Code

Design Value

Straight Section

Design Method Maximum Permissible Spacing Overall Uo Min UL Ave L (cd ma) Code Design Code Design Code Design Value

Version: 4/12/2009 by JRE Printed: 20/1212013 Uncontrolled when printed. Refer to digital copy on server for latest version

Value

Page 3 of 5

Design Value

108 YES

3

0.10

Max TI % Cod

Design Value

Design Value

Code

Design Value

93 YES

3

0.10

Front Street (New Shopping Centre Access Intersection to Ex SL Stn 505) Luminance Based Computer 49m Min Es Max UWLR

Cod e e V3 0.75 0.75 0.33 0.57 0.5 0.50 20 9.75 50 Is compliance with the maximum permissible spacing achieved on straight section? Value

Code

Front Street (Harper Intersection to SL Stn 206) Luminance Based Computer 40m Max TI Min Es Max UWLR

Cod e V3 0.75 2.6 0.33 0.58 0.5 0.62 20 8.96 50 Is compliance with the maximum permissible spacing achieved on straight section? Value

Design Value

Design Value

Code

Design Value

102 YES

3

0.10

2302_SPA_Lighting Compliance Certificate (Cat V).Cloc 0 SPA Consulting Engineers (OLD) Ply Ltd 2009


spa

consulting e glneers (OLD)

E(I)5 I Schedule of Maintenance This road lighting design is based on the following maintenance strategies: Bulk lamp replacement carried out at 36 month intervals. At this time the following shall also occur: (i) All optical surfaces, both internal and external, of the luminaire shall be cleaned, (H) All gaskets shall be checked for deterioration and replaced where necessary. (iii) Damage/weathered visors shall be replaced. (iv) All accessible screws, nuts etc. shall be checked for tightness. (v) A visual check shall be made of the electrical components and wiring for signs of overheating. (vi) If required, the luminaire shall be realigned/adjusted to the design specification. (v H) It is recommended that inspection patrols provide spot lamp replacements such that the maximum level of luminaire outages at any one time is not greater than 5% of the luminaire population e.g. Service availability should be at least 95%. (viii) Where Luminaires are replaced, the luminaires shall be of an equivalent type such that the integrity of the road lighting design is maintained.

Certified by (Signature) Certifiers Name: RPEQ No.:

Jane Errey

Date Certified: 20/12/13

6863

Version: 4/12/2009 by JRE Printed: 20/12/2013 Uncontrolled when printed. Refer to digital copy on server for latest version

Page 5 of 5

2302_SPA_Lighting Compliance Certificate (Cat V).Doc @ S P A Consulting Engineers (GILD) Pty Ltd 2009


::,:::

C O N S T R U C T I O N SCHEDULE

, STN NO

SITE LABEL

''.'" AL.....

POLE SgPTH TING

'orT"E'

,,,....

CONSTRUCTION CLASS

102

INSTALL

ARM PIT

51)0 5000201

1−4−0−1

REFER NOTE 13 FOR ACCEPTABLE PIT LOCATIONS

103

INSTALL

SAM PIT

SUS SUSBMIT

,....,,

REFER NOTE 13 FOR ACCEPTABLE PIT LOCATIONS

1−4−9−1

REFER NOTE 13 FOR ACCEPTABLE PIT LOCATIONS

10.1

INSTALL

SON PIT

CONSTRUCTICN CODE

REMARKS

ACTION

SUG St/SEIM/PIT

105

INSTALL

SEIM PIT

SIJG

105

INSTALL

SB■A PIT

SUG SUSBMIT

INSTALL

107

. 1 . 1 PIT

LISA O'

5 5 5 SLISMILIPIT

108

INSTALL

SOARS

S W SUSBMAIT

109

INSTALL

S01.1 PR

.

0 SUMAATIT

I−4−.41

REFER NOTE 13 FOR ACCEPTABLE PIT LOCATIONS

1−40−1

REFER NOTE 13 FOR ACCEPTABLE PIT LOCATIONS

10−01

REFER NOTE 13 FOR ACCEPTABLE PIT LOCATIONS

,4.8−1

REFER NOTE 13 FOR ACCEPTABLE PIT LOCATIONS

1.4.9−1

REFER NOTE 13 FOR ACCEPTABLE PO LOCATIONS

110

INSTALL

SBIA PIT

SUG SUSBRIPIT

14−01

REFER NOTE 13 FOR ACCEPTABLE PIT LOCATIONS

111

INSTALL

SSD PIT

SUG SLOON/PIT

1−4−8.1

REFER NOTE 13 FOR ACCEPTABLE PIT LOCATIONS

C O N D U I T DUCTING SCHEDULE To"

CONSTRUCTION CONE

ACTION

10

102

INSTALL −CIVIL

COPED (65 BORE)

8

10

559

INSTALL − CIVIL

0401

NI

102

202

INSTALL−CIVIL

01ST0.8

103

113

INSTALL . CIVIL

°KM

103

203

INSTALL −CIVIL

.

90/30081

INSTALL−OPAL

GON

0.13

MOM

INSTALL − CM.

CAM

55

11.3

90/6030

0.8

901303,

42

T0.,

900034

0.11

90(30081

207

INSTALL−CF/S.

0800

1−4.8−1

REFER NOTE 13 FOR ACCEPTABLE PIT LOCATIONS

107

S t . SUSSWITIT

REFER NOTE 13 FOR ACCEPTABLE PIT LOCATIONS

108

109

INSTALL − CIVIL

0,40.

1−4−9−1

108

208

INSTALL−OPAL

C4.

201

INSTALL

POLE

SL BP91/120/1 30AIG CI1

1−5−9−1 6 7

202

INSTALL

POLE

SL 5 . / 1 2 0 / 2 3 0 0 1 CO

1−60−1 TOO

INSTALL

POLE

SL S 0 0 1 2 0 8 2 SONG CII

1.5−01 TO 9

204

INSTALL

POLE

SL . W 1 2 0 / 1 3 0 . 01

1.5041 TO 9

INSTALL

POLE

SL SW0120/1 041100

1−50−1 TO 9

ORIENTATE P E R P E N D I C U A R TO CENTRE U N E OP FRONT STREET

255

INSTALL

POLE

SL 501/120/1 4 0 0 C11

1−5−0.1 TO 9

O R . T A T E PERPENDICULAR TO CENTRE LINE OF F R O M STREET

207

INSTALL

POLE

SL . 6 1 / 1 2 0 / 1 45/U0 CII

10801 TO LI

O R . T A T E PERPENDICULAR TO CENTRE LINE OF FRONT STREET

E

NEwPIL

LV PNIMS/24044

,,,,,,,

E R G . TO INSTALL

5025

ERGON TO INSTALL SL ONLY PILLAR − REFER NOTE 16. ALL FUSE TO BE VA. STREET LIGHT TO BE OFFSET AT 0.82M FROM THE INVERT OF KERB AND CHANNEL TO AVOID CLASH WITH EXISTING STORIAWATER PPE

205

INSTALL

POLE

SL SBMN20/1 45AIG CII

1−1.4−150 9

ORIENTATE PERPENDICULAR TO CENTRELINE OF FRONT STREET

709

INSTALL

POLE

SL SE04/1251 4510501

1−5−9.1 TOO

ORIENTATE PERPENDICIAAR TO CENTRE LINE OF FRONT STREET

210

INSTALL

POLE

SL SIDA/120/1 30A/0 CII

I S − 9 4 TO 9

ORIENTATE P E R P E N D I C U U R TO CENTRE LINE OF FRONT STREET

211

INSTALL

POLE

SL SSM/120/1 3 0 . CI1

1−5−9−1 TO 9

PERPENDICULAR TO ORIENTATE IE CENTRE LINE OF FRONT STREET

212

INSTALL

POLE

SL 5 0 0 1 2 0 / 1 0051501

1−5−0.1 TO 9

ORIENTATE PERPENDICULAR TO CENTRE LINE OF FRONT STREET

POLE

SL SE0/120/2 30/UG CII

1−5−01 TO 9

213

INSTALL

014

POLE

.STING

301

INSTALL

TYPE 4 LOOP PIT

SAC SLUPIT

1.8.1

REFER NOTE 13 FOR ACCEPTABLE PIT LOCATIONS

INSTALL

TYPE 8 LOOP PR

SUG SLLANT

1−4−9−1

REFER NOTE 13 FCR ACCEPTABLE PIT LOCATIONS

EXISTING

POLE

5161451

504

5161271

EXISTING

POLE

505

5161270

EXISTING

POLE

SAR

6071850

EXISTING

POLE

507

FRID

EXISTING

PILLAR

506

10524401

EXISTING

DISTRMUTION CABINET

REFER TO ERGON W129762188 FOR DETAILS POS FOR S t STATION 201. ERG. TO INSTALL M O T I O N A L 32A SL FUSE F RECOUPED − REFER NOTE 16

ROD

4259

EXISTING

PILLAR

511

5161275

EXISTING

POLE

512

5.658

513

5028253

513

EXIST.

B.

EXISTING

POLE

'REC... −CROON

0 5 0 0 0 POLE BRACKET

514

5028254

EXISTING

POLE

515

5161279

EXISTING

POLE

910

.9111

911

SS591656

210

INSTALL −CIVIL

C4OH

211

INSTALL ...AL

UCH

RPEO STAIAP ADDED

LV CABLE TERMINATION

INSTALL • CIVIL

0401)

S

58

900030

0403

3

0.6

90/3000

120

105

INSTALL − CIVIL

C80−1

57

143

0 7 / 3 0 0 0 90/6000

120

106

INSTALL • CNIL

MOH

10

05

9013001

. 8 0 0 0 PI EXISTING VERGE −REFER NOTE 12 8 IT

120

107

INSTALL • CIVIL

OM

26

ES

0 5 5 5 1 90/6000

CONDUIT INSTALLED IN OUSTING VERGE − REFER NOTE 12 8.15

205

303

INSTALL− CIVIL

CAST

se

16.5

060351

C O N C . INSTALLED IN EXISTING IN VERGE MTH P O K . . E LIVE ERGON CABLES− REFER NOTE 12 6 15

001

110

,,,,,TALL . 0,

0,...,

501

i.„

,,,,,,,,,..L . o,

040)

40

303

103

INSTALL−OWL

CSPEC 0 5 BORE)

21

303

104

INSTALL − CIVIL

C8011

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ANTS S N A L L R E I N S T A L L E D PRIOR TO AN E R G O . E N E R G Y PRE−START wow THE C O M M O N O F 5 2 0 0 C A O S S I N I C O N D U I T S . PER RE , M BELOW. N

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POS FOR SL STATION 212 − ERGON TO INSTALL 32A S t FUSE IF REQUIRED

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Tmr layout plan & construction drawings 14 january 2014