cd 86013 16 application for development approval ... x huawei ape 4517r0 1 x huawei ape 4517r0 ......

Structel A Ankur Bansal Visionstream

7 November 2016 65808/O31341/1

Araluen (WA) - Structural Analysis, Equipment Mounting (Optus)

Dear Ankur,

I refer to your email message request of the 3 August 2016, and instruction to proceed of the 9 August 2016.

The proposal is to assess the proposed Telstra Araluen exo-skeleton tower structure to accommodate the proposed equipment loading arrangement, and to design, detail and certify suitable mounting steelwork to support the proposed equipment.

The proposed structure is a lattice-frame (exo-skeleton) surrounding the existing tower structure. The proposed frame has been assessed and has been found to have sufficient capacity to accommodate the proposed equipment loading arrangement.

Please refer to the attached structural report for further comments and recommendations, and to Structel drawing STD-4549, Issue 1, for equipment mounting steelwork details.

Should you require further information, clarification, or wish to discuss any aspect of this report, please call on (03) 9633 1318.

Yours Faithfully,

Attach. Structural Report: Araluen Country Club Estate (WA) Drawing : STD-4549, Issue 1

Privacy Statement: We respect your privacy. Any personal information which we collect about you will be collected and used in the ordinary course of business so we can offer and provide our services. Further details about how we handle your personal information, including access procedures, are available in our privacy policy at www.structel.com.au. Alternatively, please contact us to discuss further.

HEAD OFFICE SYDNEY OFFICE Level 2, 128 Exhibition Street T +61 3 9633 1300 Level 1, 110 Pacific Highway structel.com.au Melbourne VIC 3000 F+61 3 9654 8448 St Leonards NSW 2065 ABN 73 064 274 835

BRIEF

SUMMARY

Structel A

REPORT ON

PROPOSED INSTALLATION

ARALUEN COUNTRY CLUB ESTATE, W.A.

SITE OWNER

^elstra END USER

OPTUS® CLIENT

visionstream •

DESIGN CONSULTANT

Structel A

November 7, 2016

© Structel Pty. Limited Level 2,128 Exhibition Street, Melbourne, 3000

Phone 03 9633 1300 • Fax 03 9654 8448 ACN 064 274 835

Structel A 65808/O31341/1

UJCTURAL REPORT: ARALUEN COUNTRY CLUB ESTATE (WA)

STRUCTURAL REPORT ON PROPOSED ANTENNA SUPPORT STRUCTURE 24m SPECIAL STEEL TOWER, ARALUEN, W.A.

BRIEF

The proposal is to assess the proposed Telstra Araluen exo-skeleton tower structure to accommodate the proposed equipment loading arrangement, and to design, detail and certify suitable mounting steelwork to support the proposed equipment.

ASSESSMENT

The Design Criteria used is as follow:

Structure Site

Site Address

AMG Co-ordinates

Structure Height

Auslig Topographic Map

Telstra: Araluen (WA)

Optus: Roleystone South (WA)

VHA: Araluen GC (WA)

Site ID: 9980

Site No: P0301

Site No. 6510A

Lot 395, Old Albany Lane, Roleystone, WA, 6111

Zone 50 ~413154.3 E ~6444722 N

24.0m (AGL - nominal) + 3m extension

#2133, JARRAHDALE, 1 : 100 000

Basic Design Wind Speed Design Service Life Antennas

Serviceability Wind Speed

Wind Direction Multiplier

Topographic Multiplier

Terrain Category

Region

Structure Classification

46 m/s (V 1 0 0 0 to AS1170.2) 50 years (Importance Level 2, V 5 0 0 - ref AS/NZS 1170.0 & 1170.2)

27 m/s (Vs)

1.0

1.0

2.5

A l

Type II

Design Loads

Design Standards

Dead & Wind Loads on tower, extension, antennas, feeders and

mounting steelwork

AS/NZS 1170.0 - 2002, AS/NZS 1170.2 - 2011, AS 3995 - 1994, AS 4100 - 1998, AS 3600 - 2009


STRUCTURAL REPORT: ARALUEN COUNTRY CLUB ESTATE (WA)

EQUIPMENT INCLUDED IN ASSESSMENT

R.L. Ref.

26.0m ® A 1

26.0m ® A 2

26.0m ® A 3

26.0m ® A 7

26 .0m ® A 8

26.0m ® A 9

26.0m A I O

26.0m A12 6 9 26.0m

26.0m A14 a 26.0m

26.0m A16 O

26.0m A 2 1 0 26.0m

26.0m A26 0

22.0m A31 CZD

22.0m A4(*J

22.0m AS ®

22.0m A6 0

22.0m ®A27 0

22.0m ©A28 0

22.0m ©A29 0

22.0m ® -o

Description

1 x ARGUS CNP310DR-CF

l x ARGUS CNP310DR-CF

l x ARGUS CNP310DR-CF

1 x ARGUS RVVPX310B2

l x ARGUS RVVPX310B2

l x ARGUS RVVPX310B2

l x ARGUS CPX310D-D-R



1 x ARGUS VVPX310R-V4

l x ARGUS VVPX310R-V4

1 x ARGUS VVPX310R-V4

1 x 00.6m SOLID PARABOLIC

1 x ARGUS CNPX308R-2P



1 x HUAWEI APE4517R0



3 x MHA / 12 x COMBINER / 18 x RRU

Bearing Feeder Carrier

60° 2 x VXL5-50 Telstra

140° 2 x LCF12-50 Telstra





50° 2 x LDF5-50 Telstra






284° 1 x LDF4-50 Optus

60° 2 x VXL5-50 Optus






- 2 x HYBRID Optus

0 This Antenna Also Fitted With 2 x TMA (FILTRONIC CA976V1 DDLNA)

0 This Antenna Also Fitted With TMA (KAELUS TMA2094F01V2-1)

CSS This Antenna Also Fitted With TMA (KAELUS TMA2105F01V1-1)

0 Proposed Additional Equipment

Q ) Telstra Reserved - Included In Analysis

CZD To Be Recovered - Not Included In Analysis

® Fixed to Existing Original Tower Structure

@ Fixed to Proposed Exo-Skeleton Tower Structure

Note: Ancillary Mounting Heights Are Nominal



SUMMARY OF RESULTS OF STRUCTURAL ANALYSIS

TOWER STRUCTURE

• The proposed antenna support structure is a steel lattice, triangular cross section, exo-skeleton type free standing tower, nominally 24m in height. The structure is a Special Tower as per Structel drawing STD-4493, Issue 1, and surrounds the existing Southern Cross KVD Type tower.

• All steelwork, including connections, is presumed to be in good condition and fabricated as specified, effectively allowing consideration of full theoretical member capacity.

• The equipment loading arrangement considered in the assessment is as listed above.

• The existing structure has been assessed and has been found to have adequate capacity to support all listed equipment loading arrangement.

• Maximum expected member stress level is < 100 % of capacity.

• This report shall not be taken as certification or other authority to install future antenna reservations. It is possible that overstressing could occur with some configurations of future antennas and feeders. Therefore, assessment for actual future addition of antennas and design of mounting steelwork shall be undertaken and certified when such requirements are confirmed and proposed for installation.

• The above comments relating to the state of the structure are those uniquely determined by Structel for this assessment only, and shall not be used by any other design authority as a basis for ongoing certifications, assessments or comparisons for this or other sites.

• Please note that the above loading level is a global result and may or may not include local loading effects due to ancillary loads - which have been included in the analysis when known. Consideration of local loading effects can significantly alter member stress levels.

TOWER FOOTING

• The applicable geotechnical report that describes the sub-soil profile for the site is as per that prepared by Civiltest (Ref: 1160863). The sub-soil is reported to be a 0.5m deep layer of firm silty clay fill, overlying stiff silty clay continuing to at least 6.0m in depth.

• File documentation provided by Telstra, Radio Design (WA) on 8 September 2003, indicates that the footing for the existing Southern Cross KVD tower is a concrete stub type with a column diameter of 600mm, underlain by a base pad of 450mm depth/ 2000mm square and founded at a depth of 1800mm.

• It is understood that the footing has been augmented as per Structel drawing STD-0927, Sheet 5, which includes a triangular (plan view) shaped reinforced concrete pad of 5m width and 0.35m depth. The primary purpose of this pad is to provide both stiffening (upgrade) leg anchorage and to enhance overturning resistance.

• It is proposed to augment the footing further by enlarging to 6.0m square in plan and 0.75m in depth.

• Based on the above, the capacity of the footing and foundation system has been assessed for the listed equipment loading and has been found to be satisfactory in relation to both overturning (uplift) and thrust (bearing).



• It is proposed to recover 3 x existing ARGUS CNPX308R-2P panel antennas (A4, A5, A6) at R.L. 22m on the existing Southern Cross KVD Tower and install 3 x HUAWEI APE4517R0 panel antennas (A27; A28, A29) at R.L. 22m, with azimuth bearings 60°, 150° and 290° respectively on the proposed exo-skeleton tower structure.

• It is further proposed to install a total of 3 x MHA, 12 x COMBINER and 18 x RRU adjacent the proposed panel antennas.

• The proposed equipment mounting steelwork is as per Sructel drawing STD-4549, Issue 1, comprising 'across-face' type mount arrangements.

• Structel certifies that the proposed equipment mounting steelwork, as depicted on the above stated drawing, can safely accommodate the proposed equipment loading arrangement specified, when assessed in accordance with the relevant Australian Standards.

Intellectual Property: The contents of the report plus any attachments contain privileged and confidential information in response to a specific request from our client or their agents. The report is not exhaustive in its scope and shall not be used in whole or in part for any purpose, other than the intended purpose. The report may not be reproduced or forwarded in any way to any other party without the express written permission of Structel. Any subsequent changes to the report, including additions and amendments, must be referred to Structel for review and final approval to ensure a consistent design philosophy.

Anthony Cafarella B.E. (Civil)

7 November, 2016

Structel A

Structel v 65808/O31341/1

ATTACHMENT A: METHOD OF PROCEDURE (MOP) - ARALUEN COUNTRY CLUB ESTATE (WA)

REPORT FOR METHOD OF PROCEDURE 23.8m TOWER STRENGTHENING,

ARALUEN COUNTRY CLUB ESTATE, WA

GENERAL

The work requirement on the structure is as typically depicted on Structel drawing STD-4493, Issue 1. The extent of the work includes the installation of and augmented footing and erection of a exo-skeleton structure to approximate height R.L. 23.8m.

During construction the contractor shall be responsible for maintaining the structure in a stable condition and ensuring no part shall be overstressed under construction activities.

The contractor should familiarize the location of the proposed works in the RCSMB to identify areas of high RF radiation levels.

Any damaged galvanizing finish should be re-instated by the application of two coats of a zinc rich paint to all damaged steel surfaces.

The wo-ks shall not be performed if current and or forecast wind speeds exceed 15m/s (~55 km/h) at ground evel.

This MOP does not identify specific tools or mechanical aids that may be used to perform the works.

STEP BY STEP METHOD OF PROCEDURE

• Document site works for As-Built verification.

• Select suitable area for storage and assembly of materials. Section off work area with suitable barrier at ground level.

• Perform underground service location search in immediate surrounds of existing and augmented footing works location. Re-locate services if necessary.

• Conduct overhead search to confirm most suitable location(s) of construction plant, mechanical aids and lifting equipment (crane) if required.

• Sort and check all steelwork for footing and exo-skeleton tower installation.

• Remove existing tower compound fencing.

• Excavate around existing footing as required.

• Locate, position, and install all starter bar steelwork in the existing triangular pad footing.

• Scabble and clean all top and side surface of the existing pad footing.

• Photograph site works to verify as-built details.

• Complete installation of the new pad footing reinforcement, including suitable formwork as required and assembly of control-steelwork to maintain position of hold-down bolt arrangement.

...cont STEP BY STEP METHOD OF PROCEDURE (cont.)


ATTACHMENT A: METHOD OF PROCEDURE (MOP) - ARALUEN COUNTRY CLUB ESTATE (WA)

Pour concrete as specified for the new augmented footing. A minimum of five days should be provided from placement of concrete to commencement of exo-skeleton erection.

Identify work area on structure and any obstructions that may require re-location/temporary fixing. This includes feeder brackets and/or antenna mounting steelwork.

Erect exo-skeleton structure up to most suitable position below height of existing Optus equipment.

Remove existing Optus equipment from existing tower structure. (Installation of new Optus equipment is not covered in this MOP).

Complete erection of new exo-skeleton tower to R.L. 23.8m.

Remove all waste material and clean site.

Erect new compound fencing.

Take photographic evidence and prepare as-built sign off documentation.


T E L S T R A A C C R E D I T E D S I T E SHARE DESIGN CONTRACTOR'S COVER L E T T E R FOR 018947 fO l - STRUCTURAL DESIGN C E R T I F I C A T I O N

This form is to be completed by the Telstra Accredited Site Share Design Contractor engaged to complete the design works*.

No changes/modifications to the original text in grey boxes of 018947 fOl template are to be made Access Seeker

Company: OPTUS Site Share No: OJV4187 R e : i s i o n 1 No.:

SITE DETAILS

Site Name: Araluen Country Club Estate (WA) Node Manager Address ID: 9980

Site Address: Lot 295 Old Albany Lane, Roleystone WA 6111

Geographic Co ord. : (GDA94 XXX.YYYYY)

-32.13056° 116.07917°

Type of Structure: 24m Special Steel Tower Footing Type: Mass Concrete BRIEF DESCRIPTION OF WORKS

Structel A Email requests from Visionstream dated 3/08/2016 & 9/08/2016. Structural assessment of steel tower and footing, and mounting design as required.

D E T A I L S OF 018947 fO l STRUCTURAL DESIGN C E R T I F I C A T I O N ( S ) FOR S I T E SHARE ATTACHED (insert Rows as required)

Item 018947 fO l Structural Design Certification for (Certif ication Covered)

Completed By Company

Revision Number

Date Signed

1 65808/031341 Structel 1 7.11.2016 2 3

In addition to tt specific 'for

drawi

ADDIT IONAL 'FOR CONSTRUCTION' DRAWINGS e structural drawings and documents listed in the 018947f01 reference section, list any additional site -construction' drawings issued to the constructor. This section must not include anv structural ias. which are to be included in the 018947fOl structural certification reference section only.

Item Drawing Number Sheet No: Revision No/ Issue No: 1 2 3 4 5 6 7 8 9

T E L S T R A A C C R E D I T E D S I T E SHARE DESIGN CONTRACTOR'S C E R T I F I C A T I O N (To be completed by qualified civil/structural enqineer from the Telstra Accredited Site Share Desiqn Contactor)

I, (Civil/Structural Engineer name) Herb Gallina

of (Company Name) Structel Pty Ltd Company Logo StructeU certify that 1. I have reviewed the 018947 fOl structural design certification(s) attached and associated

drawings for this project and 2. Can certify that attached 018947 fOl structural design certification has been completed by a

suitably qualified structural consultant and the structural design works described in the 018947 fOl structural design certification(s) and the above drawings have been completed as per the requirements of 018947 Site Share Deployment Rules for Telstra Antenna Support Structures.

Signed: Date: 7/11/2016

* Disclaimer: In all cases, this covering letter must be accompanied by completed 018947f01 Structural Design Certification for the proposed work.

TELSTRA ACCREDITED SITE SHARE DESIGN CONTRACTOR'S COVER LETTER DOC NO: 018947f01 SITE SHARE STRUCTURAL DESIGN CERTICATION

PAGE 1 OF 5 ISSUE 1, ISSUE DATE:04/09/14

TELSTRA UNRESTRICTED

This page has been left intentionally blank.

018947SITE SHARE DEPLOYMENT RULES FOR TELSTRA ANTENNA SUPPORT STRUCTURES 018947F01 SITE SHARE STRUCTURAL DESIGN CERTIFICATION

PAGE 2 OF 5 ISSUE 1, ISSUE DATE: 4/09/2014

TELSTRA UNRESTRICTED

RECEIVED

1 C DEC 2016

018947f01 - STRUCTURAL DESIGN C E R T I F I C A T I O N FOR TE This form is to be completed by the company engaged to actually complete

No changes/modifications to the original text in grey boxes of 018947W1

LSTRA S I T E S H A K t * ^ the structural certification, template are to be made

Access Seeker Company: OPTUS Site Share No: OJV4187 Revision

No.: 1

Disclaimer: This is Telstra's minimum certification requirement only and does not replace any regulatory requirements

Site Name: Araluen Country Club Estate (WA) Node Manager Address ID: 9980

Site Address: Lot 295 Old Albany Lane, Roleystone WA 6111

Geographic Co ord. : (GDA94 XXX.YYYYY)

-32.13056° Site Address: Lot 295 Old Albany Lane, Roleystone WA 6111

Geographic Co ord. : (GDA94 XXX.YYYYY) 116.07917°

Type of Structure: 24m Special Steel Tower Footing Type: Mass Concrete

BRIEF DESCRIPTION OF WORKS

Structel v Email requests from Visionstream dated 3/08/2016 & 9/08/2016. Structural assessment of steel tower and footing, and mounting design as required.

DESIGN PARAMETERS Structure Type: (AS 3995) I I Structure Height: Nominal 24m Importance Level: (AS 1170) N/A Extensions: N/A Wind Region: A l Design Life: 50 years Basic Wind Speed: 46m/s Wind Direction Multiplier*: 1.0 Terrain Category*: 2.5 Topographic Multiplier*: 1.0 Safe Foundation Bearing Capacity*: N/A List of Standards Considered for Design*: NB: References include Supplements & Amendments U.O.N. AS 4676-2000 AS/NZS 1170.2-2011 AS 4100-1998 AS 3600-2009

Note: Any other design parameters (e.g.: in relation to Earth quake load, Ice load, flood loads etc) considered for design must be clearly stated in the above table. If more than one value, enter the most critical load combination

FOLLOWING ARE INCLUDED IN THE C E R T I F I C A T I O N CHECK BOX Structure: X Footing: Full Certification Footing:

Conditional Design Acceptance - see 'Assumptions' below • Headframe: • Antenna Mounts: RRU Mounts: E For roof top structure (installation attached to any kind of buildings); building component to which structure is attached, attachment steelwork and any fixings of structure to the building:

•

OTHER I N C L U S I O N S * Inclusions to this certificate other than listed in the above section must be clearly identified

MHA/Combiner Mounts

EXCLUSIONS* Exclusions to this certificate must be clearly identified

Future Telstra Reservations (including ancillaries/mounting steelwork). Other Mounts/Equipment not referenced in this report/certification Antenna & Ancillary proprietary mounting/fixing brackets. Unknown/Undocumented additions/alterations

ASSUMPTIONS* refer report 65808/O31341/1 Steelwork in sound condition, all connections are intact.

UPGRADES Previous & Proposed Upgrades to Structure Proposed Strengthening (Exo-tower)

References

STD-4493 Implemented (Y/N)

Y Confirmed (Y/N)

N 'Add rows as required or reference & include in Attachment A if appropriate.



16 DEC £U\Q ) j STRUCTURE L O A D I N G * refer report 6 5 8 0 8 / O 3 1 3 4 1 / 1 _^^^^atest CANRAD data obtained from the Site Share Co-ordinator shall be use for the structural assessment •-zssic ^ ^ ^ ^^its ohotos "^Data obtained on: 03/11/2016 , . , .. . .. n[-MC.A \

' ' (e.g. taken on site visit,RFNSA etc) N/A

Is the increase in overall structure loading due to the proposed addition(s) greater than 2.5% (Then, Telstra reserved antennas and RRUs must be included in the analysis)

Yes X No •

Antenna and other attachments

Type Owner CANRAD

ID Number

Mounting Height

Structure Face Bearing

Feeder Ancillary Steel

Antenna and other attachments

Type Owner CANRAD

ID Number

Mounting Height

Structure Face Bearing

Type No Ancillary

Steel

Existing Antennas: Existing Antennas: Existing Antennas: Existing Antennas: Existing Antennas: Existing Antennas: Existing Antennas:

Proposed Antennas: Proposed Antennas: Proposed Antennas: Proposed Antennas: Proposed Antennas: Proposed Antennas:

Reserved Antennas: Reserved Antennas: Reserved Antennas: Reserved Antennas: Reserved Antennas: Reserved Antennas:

Recovered Antennas: Recovered Antennas: Recovered Antennas: Recovered Antennas: Recovered Antennas: Recovered Antennas:

Existing RRUs: " Existing RRUs: " Existing RRUs: "

Proposed RRUs: Proposed RRUs: Proposed RRUs:

Reserved RRUs: Reserved RRUs: Reserved RRUs:

Recovered RRUs: Recovered RRUs: Recovered RRUs:

Any other attachments considered for Design e.g. Junction Boxes, TMAs, Cable ladder, flood lights etc:










*Add rows as required or reference & include in Attachment A if appropriate.

PERCENTAGE LOADING FOR MAXIMUM LOADS Structure: < 100 % Footing: < 100 %

Pole rotation (if applicable) N/A



"t£i>-RECEIVED *

1 6 DEC 2016 TELSTRA UNRESTRICTED

DESIGN DRAWINGS / DOCUMENTS REFERENCES* Name Document ID Sheet No Issue No

Structural Design Report Including Summary of Design Calculation Results "At tachment A " ^ attached • not required

Attachment A 65808/O31341/1 All -

Structel Site History File 65808 All -

Tower Strengthening (Exo-skeleton tower) STD-4493 DL 1 Mounting Steelwork STD-4549 DL,l-2 1

*Add rows as required or reference & include in Attachment A if appropriate.

CERTIFICATION Practitioners Name: Herb Gallina

Company Name: Structel v Qualification: BE Civil (Hons), MIEAUst, CPEng

Category of Registration: Civil/Structural Registration Number: 1025040 I hereby certify that, the above works have been designee relevant Australian Standards, BCA, applicable State/Terri - S te Share Deployment Rules for Telstra Antenna Suppo

in accordance with the requirements of tory & Local Authority regulations and 018947 rt Structures.

07 11 2016 . / /

Signature (Civil/Structural Engineer) / / - - - _ -

(Date)

ATTACHMENT - A STRUCTURAL DESIGN REPORT INCLUDING A SUMMARY OF DESIGN CALCULATION RESULTS

Attachment A must include sufficient detail that when combined with the completed 018947f01 would allow another certifier to get full understanding of the original design, this shall include but not be limited to:

• Summary of structural design calculation and results • Any assumptions/ conditions that could not be detailed on the certificate (The relevant area on the

certificate should refer attach A in this case). • Any details that were not included on the certificate (e.g. proposed loads, the relevant area/s on

the certificate should refer attach A in this case). • For guyed structures; details of guy size, construction, grade, tension etc. • Any other known information that is not included or referenced on the certificate that influenced

the structural design calculations/certification. • Dynamic loading analysis considered in the design • Fatigue analysis considered in the design

If all required information pertaining to this certification is included within or referenced in the completed certification form 018947f01, then an Attachment A is not required.



visionstream t

TELSTRA SITESHARE Request for exemption from providing a detailed Power Viability Audit

Telstra Site Identification:

Site Name P0301 Roleystone South (Telstra Site ID: 9980)

Site Address Lot 395, Old Albany Lane, Roleystone WA 6111

RFNSA number 6111001

Proposed scope of works (please highlight ali associated electrical component(s)):

• Optus supply arrangements are independent of existing Telstra supply arrangements with an independent KWh meter and cabling from Optus meter to existing Optus shelter.

• Optus is proposing to conduct works on site as part of eJV upgrade • No change/alternations to existing supply arrangements are required as part of these

proposed works and will have no effect on existing Telstra's supply arrangements or capacity

Having duly considered the nominated site's existing electrical capacity and demand, l/we herewith assert that any additional loading introduced by the proposed scope of works will have minimal impact on the overall stability of existing infrastructure.

14/11/2016

Certifier signature Date (dd/mm/ yyyy)

N E E L A N K SHAH

Certifier name (print) Licence number

ELECTRICAL ENGINEER Qualification

E l Electrical Engineer • Electrician / Electrical Contractor

• Other (please specify)

VISIONSTREAM PTY LTD Parent company

2 NORTH DRIVE, 236-262 EAST BOUNDARY ROAD Registered address - Line 1

BENTLEIGH EAST, VIC 3165

cd 86013 16 application for development approval ... x huawei ape 4517r0 1 x huawei ape 4517r0 ......

Documents