DEVELOPMENT NO: 960/621/2016 NATURE OF THE DEVELOPMENT: 4 x Light Towers and Removal of 2 x

Existing Light Towers SUBJECT LAND: Football Oval, Allot 99 Elizabeth Street,

TANUNDA

Notice of Application for Category 3 Development Development Act 1993

This application can be viewed at The Barossa Council Office, 43-51 Tanunda Road, Nuriootpa during business hours. Anyone affected may make written representations regarding the application. Representations must be addressed to the Chief Executive Officer, The Barossa Council, PO Box 867, Nuriootpa SA 5355 or emailed to barossa@barossa.sa.gov.au, and received not later than 5.00pm 23 November 2016. If anyone making a representation wishes to be heard by Council’s Development Assessment Panel they must indicate this in their representation. Copies of representations will be forwarded to the applicant for their response and may be publicly available in report documents.

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L _ E Y E 1 − ' i V 1 : 1 ' f l R r r ' L I L M L ) 151 r L 1 IVI

CONSENT TYPE APPLYING FOR (Please to appropr ia te box)O F I l C E USE ONLY

0 )pment :) i i P U j DEVELOPMENT NO 960'

'C e • f l I C PROPERTY NO

iss use BLOCK LETTERS 0 0 0 B a c k or Blue ink so that photocop ies COD I . . ' ' 0 1 your application

4−1 1 ! l o t :. . . .

. . . . . . . . . P o s t C o i. .

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OWNER..

tress: . S S . . . . . . . . . . . . . . . . P o s t Cod−P

.o: ................. ........................................... . . . . .Mobi le:

............................... ......................................Fax:

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

or ..

ARE YOU GOING TO BE AN OWNER BUILDER? YES'NO

BOBO I IL DEP* ...

.° r : Code

0 0 , : . . . . . : ..................................................................Fa

01−3 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... .................................... ................ . . . . . . . . . . . . . . . .P r r c Loon

Please refer to attached fact sheet " Impor tant Informat ion for Owners and Budders",

CONTACT PERSON FOR FURTHER INFORMATION. ' . . .

Ei. . .

DESCRIPTION OF PROPOSED DEVELOPMENT:....

EXISTING LAND U S E : . ..

AREA (m') OF PROPOSED DEVELOPMENT:

LOCATION OF PROPOSED DEVELOPMENT:

. ..................................10')

+ 5

. . .Huncftr:

F a . . . S

BUILDING RULES CLASSIF1CATION SOUGHT.. . .

− ' P ' " C − (3 −. ............................................DOES EiTHER SCHEDULE 21 OR 2z UI− THE DEVELUHMCNT REGULATIONS 1993 APPLY? YES NOHAS THE CONSTRUCTION INDUSTRY TRAINING FUND ACT 1993 LEVY BEEN PAID? YES/NO

DEVELOPMENT COST+ : )005J ar

I : : ' 1 − S ' 'ne

a a OF

Tf

SIGNED.. . . , . . . ..

Dated.....................................................'

TANUNDA RECREATION PARKNEW OVAL LIGHTING TOWERS

RN

/

/

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−N

GHT TOWER (F2)

N

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/ − LIGHT TOWER (P3)/N

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ENTEFOVAL

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− 7NUNDA TA −

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SCANNED 20160921 135522

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2 Septen te r 2018

Mosco L Or011igt inc I28 Barn s)C H A T S t O O D t is t6 :067

Tariunda Football Club, Tanunda, SAStructural Pole and Foundation Design and Certification

Arcadr s ,5ai s t ra i ra Pacific Ply Limited

ASN 76 1 − −25

O s 5r

LukeL u " e n Bag 6N rt5 me5 NSW 2Cu

Ausnaiia

9000

a

Our Ref: AA0076 1−f 7

To Whom it tv2r Concern,

We c o d A n yaw H u h u M n on 26 August 2016 tar us to rcvree and pioodestructural design andcetrfrcanon for a rrgnt founc:atrorr for proposed new rrgbt roasts utilising starrd o U Musoc p u am bases.

We conkn i that Os nave recervea O n geare macal irrvust g a C r re o is froni GerJrW rc 10785.G2dateJ 21 JUg 2016 ane 19 A ,njst 2016 reWemweN The 9r ut epoe cortarns a singe hr r 0109 forhor Ci o e 2 v,ncrens the second containD logs to' bar chores 1 3 and U The exrstrncr natmai so:: on siteS shown to tvprcatv campr ise of silty day with nrater m char acterrsflcs varying tiorn, Ann to hand Wenote tout hon chore 2 is main ny firm CIa'; Yhem2s the othr 3 bores typica encountefed, !−lard cin 5r'0confrrm that we received in−depth cakukabons from Mucco Lrafurng for ice c " on the 26 A'rajst 2015

A M =his cuntnn s that n e have received calulabons. 9Cm ar oh's and asNembl. araniran 6r o'r csct in t powde toe pole locutions on erte b e pals and four datron Urn n ' ' ' ms and mater r I rot r−rrea asreH as the hght layout,

The ' Io,ring I i i t pole gesnc t s a ass rain−5 in the design of the to at uns and represents thegeometry for NNW b e fcundatcn d e x p i s vald.

TI e I ag Ughi roast georietry has beer ass,rr' re

at Hei:Unt of Ltaht c− st a b u, e f t iu 3 0 5 r"

• 'Iota r mimic: ef ruhts 15

• L1" con0givakni and " e rht

• Total lighting Fail area EPA

• Light mast dameten

7 Ights St 30 1 5−' 'I − Py kW

6 lr9ht'− at 2943n ' 211)cwe the fcc' P vet

279W"9'−Base

Base drannIen of C O n r"r and Mp 9m2rriete28d'mr' :21 " ' " 1 5 1 sm' sth

ice Level 5, 5

SCANNED 20160921 135522

• Type 7B Bass P e section wrtrr an outside diameter of 601 111and an inside diameter of 289 run and total26 x 127r1 ro diameter prestessrno strands

Thickness 3 2mm at top section. 4 6mm at rriddle section,and 7 9mm at base section

Yred Strength 379MPa

Under the requirements OAS 'NZS 4676 Sti nctnrar design requirements for utility service polesClause 3 4 a wind analysis nas undertaken in accordance with AS NZS 1170,2 — 2011 Structuraldesgn actions − Part 2 Wind Actions

The 6nlovang design parameters e m s assumea

* In penance Leve 2 AS NZS 1170,0 2002 TaHe 1 & BCA Table I 2o

• Annual probability or exceeclance 1.500(AS'NZS '11700:2002 Table F2 & BCATabH 11.2b)

* Terrain Category 2 (AS NZS 1170 2 0 1 I C 421)

• Region A1 AS NZS 70.2 2011 ire 3 WA))

Light mast type LSS1000 eas found to have sufficient structural capacH to resist Inc assign loansstated above

iJcr tie rcuu re rm \ / \ / 4 r i Hr ii 'Sir r ii ii I)cecr R r c r n i c 1 i r Icr iii rr r e c ihrlcI is cci po o dcreiicd :rr rccrrd N \/\ 5 4 nM i r 1 S d1 H − i erred Icc lic

e, tie r ° e liii irc in H c ! L ' l h t n c r ( r, I 77

At ground level the Muses Precast bases ocr e found to have sufficient bend inn moment capacity toresist the e n I loadings as indicated above fo the above light poles The capacity o the piles weredetermined in accordance cith AS NZS 4676−2000 Clause 2,4.1.

Light Poles 1. 3 and 4—Pile Embedment LSS100C

For an npproxrmately uniform hard clayprofile roth or undrarned s l r e r strength (if 75kPa, a 750mrrndiameter pre citlt a mnnrrnuru embedment of 6 in ' into the clay uroble will be recurred Additionalreinfoirnertt is required to e x t e d the pile iergh' past that of the standard precast Mosco base Pleaserefer to 501 5°r pie reipfooeme' and pour onoceduie.

Light Pole 2 − Pile Embedment LSSIOOC

For an approximately uniform fr inn clay profile tn an urrdr Milled shear strength uf 25kPa a 9001TIrr:diameter pile with a minimum ernhedmnt of 7 0 r i r into the clay pr ofr e e ill he required Please refer to£02 for pile reinforcement and pour procedure.

Page 2

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I

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502 V ocyr rnerH a q u N l e d OeutoI ti ee 1 ngurOe.r engaged to v e n , sod canatons 0urng' i n T I t u I i i any a iempo aryHfler to r e eeoc a c e in rlaa are

Jo\,ev LeeBE (Hons) MEngSc CPEng MIEAust MiStructENSW Discipline Manager Structures

SCANNED 20160921 135522

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L!JIIBREL.AST_BASE.

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c OF LIGHT MASTTO ALIGN V 'HOF FOUNDS CAN

I IT 0 IF MAC I SAl)CANNEL CON 1EAI1JN ANO[FBi LILA1 AN BY OTHERS

LIGHT MAST FOUNDATION1 20

FOUNDATION SCHEDULEPRECAST BASE TYPE 7B

DEPTH 6lrn

PRECAST BASE DIAMETER 6COrnri

PRECAST BASE CONE STRENGTH 51P

P jE DIAMETER Dmm

PILE LONE STRENGTH 32MPa

ES SE SHED ON SITE BY QUALIFIER

MS TO H HAIRD SILTY CLAY, C

1. L C H M FHD AND = A. S I L L 1,:r..:LIANTE. CHTH AS:BSC .AEL.[AANI

2 [DRECETA MACSHAM .AGDIREDA EL

3, 5.5SF I C SEA A. C LA A BE.CAB H DL SCAT.

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X DRJAL ACES. 279m2.5iT AP NICE CE H . 2TECCA N [ATEIiuRY 2

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FOR CONSTRUCTION MUSCU LGHTNGAUSTRALIA

i" PTY LTD

I__. J TANUNSA HATS ALL CLOD,L H A AL

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OF LIGHT MASTTO ALIGN WITH

OF FOUNDATION

LIGHJ MAST ANDCONNECTIONDESIGN ANDCERTIFICATION RIOTHERS

510 Coi 300 TIES

FOUNDATION SCHEDULEPRECAST BASE TYPE 7B

DEPTH (mm) 6100

PRECAST BASE DIAMETER (mm) 600

PRECAST BASE CONC, STRENGTh 6 5 MOo

PILE DIAMETER (mm) 900

PILE CONC, STRENGTH 3 2 MPa

" − C? N 2 0, WITH6/mm COVER

LIGHT MAST FOUNDATIONNOTE'SOIL PROPERTIES TO EE VERIFIED 05 SITE BY QUALIFIED GEOTECHNICALENGINEERSOIL PROPERTIES TO BE: FIRM SILTY CLAY, Cu = 25NPA

1, ALL WOPVMANSHIF AND MATERIALS SHALL BE IN ACCORDANCE WITHA53600 AND OTHER RELEVANT AUSTRALIAN STANDARDS.

2, CONCRETE SHALL HAVE A SLUMP OF 80mm A MAXIMUM AGGREGATE SIZEOF 20nm,

DESIGN DATA:MAX. POLE HEIGHT 30,5mMAX. TOTAL No OF LIGHTS =15MAX. TOTAL SAIL AREA =2,792IMPORTANCE LEVEL =2TERRAIN CATEGORYREGION =A1CONCRETE EXPOSURE CLASS =B1

FOR CONSTRIJC'DW

N. TS

S02 LSS100C P2a.dwg

NQMUSCO LIGHTING PTY LTD

TANUNDA FOOTBALL CLUB, [001000 POLE P2

TANUNDA, LA wing [ . ' . N.. I srS02 − AA007631−67— 01

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Name Tonunda Poothal Club

Name Football 551−11

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SCANNED 20160921 135522

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SCANNED 20160921 135522

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INCLUDES:

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