district council of loxton waikerie · annual licence to r. f. ingerson & co. ptf. ltd. (acn:...

Loxton Telephone (08) 8584 8000 • Fax (08) 8584 6622 • Waikerie Telephone (08) 8541 0700 • Fax (08) 8541 3777

Email [email protected] • Web www.loxtonwaikerie.sa.gov.au

District Council of Loxton Waikerie Principal Office 29 East Terrace, Loxton SA • Postal Address Box 409, Loxton SA 5333

Branch Office: Strangman Road, Waikerie SA 5330

DEVELOPMENT ACT 1993 District Council of Loxton Waikerie

NOTICE OF APPLICATION FOR CATEGORY 3 DEVELOPMENT

Pursuant to Section 38 (5) of the Development Act 1993

Notice is hereby given that an application comprising category 3 development has been lodged with the Council for development assessment. Details of the application are as follows:

DEVELOPMENT No: 551/214/2019

APPLICANT: Stephen Clark

ADDRESS: PO Box 832, Renmark SA 5341

OWNER: Minister for Sustainability, Environment and Conservation

NATURE OF THE DEVELOPMENT:

Upgrades to an existing pump station (including alterations and additions) comprising of an extension of the existing in ground concrete bunker and pump shed, an extension of the existing switch gear shed and additional suction pipes in the river

SUBJECT LAND: Section 272 Schwarz Road, Bookpurnong as contained in Crown Record Volume 5920 Folio 800

The application may be examined on the District Council of Loxton Waikerie website via the following link: https://www.loxtonwaikerie.sa.gov.au/notice-board/public-notices Any person or body affected may make relevant representations in writing concerning this application to reach the Chief Executive Officer at PO Box 409, LOXTON SA 5333, not later than Wednesday 13 May 2020. Each person making a submission should indicate whether that person wishes to appear personally or be represented by another party before the Council in support of that submission. Please note that, pursuant to Section 38(8) of the Development Act 1993, a copy of each representation received will be forwarded to the applicant for a written response. DAVID BEATON CHIEF EXECUTIVE OFFICER Date: 22 April 2020

THIS IS THE FIRST AND ONLY NOTIFICATION OF THIS APPLICATION.

DISTRICT COUNCIL OF LOXTON WAIKERIEPrincipal Office: 29 East Terrace, Loxton

Telephone (08) 8584 8000 Fax: (08) 8584 6622Branch Office: Strangman Road, Waikerie

Telephone (08) 8541 0700 Fax: (08) 8541 3777

DEVELOPMENT APPLICATION FORM Development Act 1993

Development Number ^0 \Applicant $ e^ QPostal Address

Postcode

Telephone

Builder f^tcA^^ <^- ^Postal Address

Postcode

TelephoneLicense Number

Assessment Number ill|<^^b<8

wish to apply for

House No

Owner 0 _ IT<>^f <a^ _ fnPostal Address Po ^^c. <8'S 2.'Postcode ^<ZA^?S^ ^ ^^^1Telephone 0^ f<T%& ^c??oContact Person ^ (}^g^f ^Q^-f-/Postal Address LoyV^ 1^^<^h.o^Postcode ' / <JTelephone (hm) 0 tfft ̂ S77(wk) 0& tfS~^ 3 c( S'Fax < ... l . ^. L .

j^ Email /* ^^ ̂ ̂ la^^r^^'^^-^ê'^-Provisional Development Plan Consent (P anning ONLY)Provisional Building Rules Consent (Building ONLY) D

j Development Approval (BOTH Planning & Buildino) II{ Development Approval (BOTH Planning & Building)

Location of Proposed Development

Lot No

Section (fult/part). Hundred

Street f ^ck^f^j^ Town f^<f^r^Volume i i Folio

ia~\__<J_

Existing Use (eg Vacant, Dwelling, Grazing)

Description of Proposed Development (eg Dwelling, Shop, Garage, Verandah)

U o ex<<i f^ sJfe (?A Sc^^r-z^ (^^ û^~ <^fBuilding Rules Classifications Sought: | Present Classification

If Class 5,6, 7,8 or 9 classification is sought, state the proposed number of employees [ Male Q FemaleIf Class 9a classification is sought, state the number of persons for whomaccommodation is rovidedIf Class 9b classification is sought, state the proposed number of occupants of thearious s aces at the remises

Has the Construction Industry Training Fund Act, 1993 levy been paid?

Has the Septic Tank Application been submitted?

Development Cost (do not include fitout costs)

A//

Yes No I

Yes D No D

$ ^0 QOOÔQ

I acknowledge that copies of this application andaccordance with the Development Re " ns,

SIGNATURE:

ortin documents may be provided to interested persons in

DATE: / - 7.Applicant/Owner/ Agent

TEES. PLANS & ANY OTHER RELEVENT SUPPORTING DOCUMENTATION ARE DUE ON SUBMISSION OFTHIS APPLICATION** (2 SETS) - FEE SCHEDULE ON REVERSE -

Development Application Fonn 1 July 2018

Influencing today ... shaping tomorrow

(

DEVELOPMENT REGULATIONS 1993Form of Declaration

(Schedule 5 clause 2A)

To:

From:

.^:.. f-^fr^.. fti1^' ̂ /^^. ̂TowD/Suburb.. .S.wk^r^)r^a^

J

Date ofAppUcadon: ̂ 0 /ot / ^Location of Proposed Development: -Y. :-. .*...'

HouseNo: .̂ .. LotNo:.... Street: .̂ A^^:SectionNo (fulVpart): ......... Hundred:

Volume:............ Folio:

Nature of Proposed Development:

ftr L^ l6-tylt................ bems the appUcant/

=?iEi^t£:t e^^. ^s=zn mder

K^8,?s^^s::J^i= J7"7Date:/?/?/ ^

Signed:

Note 1 . . ;__ ^^^ tn +^«se development applications seeking

.lt^^/^ ̂ S^ ̂ stovoT^^to'^to]^^0^-^S^^T"UOTfhTflCT;to;meBt^

^ro&e^ti^ where the development is limited to -

^ ^SoS:la^S^^-toaltu&eshapco c"buildmg.

LANDSERVICESSA

Product

DateH'ime

Customer Reference

Order ID

Register Search (CR 5920/800)27/09/201912:01 PM

dark Taylor20190927005024

This_Crown Record Register Search is a true and correct extract of the Register of Crown Records maintained bythe Registrar-G^neral. Crown Land is administered pursuant to the Crown~Land Management Act 2009 by theDepartment of Environment, Water and Natural Resources.

Crown Record - Volume 5920 Folio 800

Parent Title(s) CR 5504/322

Creating Dealing(s) RLG 9837536

Title Issued 26/07/2004 Edition 2 Edition Issued 11/05/2013

Estate TypeCROWN LAND (UNALIENATED)

Owner

THE CROWN

custodian

MINISTER FOR SUSTAINABILITi", ENVIRONMENT AND CONSERVATIONOF ADELAIDE SA 5000

Description of LandSECTION 272HUNDRED OF GORDONIN THE AREA NAMED BOOKPURNONG

TOTAL AREA: 5.00HA (APPROXIMATE)

DIAGRAM BOOK PAGE 166

Easements

SUBJECT TO EASEMENT(S) OVER THE LAND MARKED D AND E ON FP 43943 (RLG 9837536)

Schedule of DealingsNIL

Schedule of Interests

Licence Number Description

OL009210

OL010052

OL021913

OL022622

OL053028

OL053058

ANNUAL LICENCE TO BRIAN GEORGE WESTERN FOR RIVER MURRAY PURPOSESCOMMENCING ON 29/11/1957 AND EXPIRING ON 28/11/2019

ANNUAL LICENCE TO R. F. INGERSON & CO. PTf. LTD. (ACN: 007 825 050) FORINFRASTRUCTURE PURPOSES COMMENCING ON 01/12/1960 AND EXPIRING ON30/11/2019

ANNUAL LICENCE TO GEORGE ALFRED CLARK FOR INFRASTRUCTURE PURPOSESCOMMENCING ON 01/03/1998 AND EXPIRING ON 29/02/2020

ANNUAL LICENCE TO RICHARD CHARLES PFEILER AND KYM RICHARD PFEILER ANDSTEPHEN CHARLES PFEILER FOR INFRASTRUCTURE PURPOSES COMMENCING ON01/10/2001 AND EXPIRING ON 30/09/2019

ANNUAL LICENCE TO MICHAEL DAVID WESTERN FOR COMMERCIAL OR INDUSTRIALPURPOSES COMMENCING ON 01/05/2011 AND EXPIRING ON 30/04/2020

ANNUAL LICENCE TO RICHARD DAVID JAMES FOR INFRASTRUCTURE PURPOSES

Land Services SA

Copyright Privacy Terms of Use: Copyright / Privacy / Terms of UsePage 1 of 2

LANDSERVICESSA

Product

Date/Time

Customer ReferenceOrder ID

COMMENCING ON 01/07/2011 AND EXPIRING ON 30/06/2020

Register Search (CR 5920/800)27/09/201912:01 PM

Clark Taylor20190927005024

RLOQ0811 ANNUAL LICENCE TO KENNETH GORDON SCHWARZ FOR RIVER MURRAY PURPOSESCOMMENCING ON 01/06/1993 AND EXPIRING ON 31/05/2020

Notations

Dealings Affecting Title

Lodgement Date Dealing Number

02/10/2007 10803427

Priority Notices NIL

Registrar-General's Notes

UNAPPROVED D75688APPROVED FX43943

\dministrative Interests NIL

Description

REQUEST FOR NEW TITLES -DEPOSITED PLAN

Status

UNREGISTERED - DATA ENTRYINCOMPLETE

Land Services SA

Copyright Privacy Terms of Use: Copyright / Privacy / Terms of Use

Page 2 of 2

PLB Pro Parcel Report Date Created: September 27, 2019

The Property Location Browser is available on the Land Services Website: www.sa.aov.au/landservices

^

Address Details

Unit Number:

Street Number:

Street Name:

Street Type:

Suburb:

Postcode:

Property Details:

Council:

State Electorate:

Federal Electorate:

Hundred:

Valuation Number:

Title Reference:

Plan No. Parcel No.:

SCHWARZ

RD

BOOKPURNONG

5333

Scale a 1:9028 (on A4 page)

250 metres"

The information provided above,

is not represented to be accurate,current or complete at the time of

printing this report.

The Government of South Australia

accepts no liability for the use of thisdata, or any reliance placed on it.

CHAFFEY (2014), CHAFFEY (2018) This report and its contents areBARKER (2013), BARKER (2016), BARKER (c) copyright Government of South Australia.(2019)

GORDON

5517511009

CR5920/800

H710300S272r\ Government of South Australia

Department o? Planning,Transport and Infrastructure

PUMP-SITE UPGRADE FOR CT FARMS AT

BOOKPUR G 2020

Pro'ect Brief

To supply the required water for the developing Almond Orchard of CT Farms

at Bookpurnong the existing pumping capacity needs to increase.

It is proposed at the existing pump site, an extra 350 kw Pump and motor inaddition to the 2 existing 250 kw pumps and motor, be installed. Provisions will

be made to install a fourth pump and motor in the future.

To facilitate this the existing pump bunker and switchgear shed will need to becontracted.

Drawings and specifications prepared by Tonkin's detail the upgrade required.

A1

REV No.

REVISIONS

DATE COMMENT

4

2

3

1

COPYRIGHT:

CT FARMS

PUMP SHED EXTENSION

2019

BOOKPURNING

FILE NO

ph. (08) 8584 7398

Web Site: www.loxtonirrigation.com.aue-mail: [email protected]

fax (08) 8584 6798

BOOKPURNONG RD

ABN 58 619 887 464

LOXTON SA 5333

ACN 619 887 464

Making the scene Green

IrrigationLoxton

Centre

NUMBER DESCRIPTION

1 300 MM BUTTERFLY VALVE

2 300 MM CHECK VALVE


4 EXISTING 250-LVNNV-600 PUMP WITH 250 KW TECO MOTOR (3246 KG)

5 NEW 250-LVNNV-600 PUMP WITH 350 KW TECO MOTOR (4045 KG)


7 EXISTING 450 MM PN10 PE 100 POLY

8 NEW 450 MM PN10 PE 100 POLY

9 EXISTING 450 MM STAINLESS MANIFOLD

10 NEW 450 MM STAINLESS MANIFOLD

11 EXISTING PUMP BUNKER & SHED

12 NEW PUMP BUNKER & SHED


EXISTING PUMP BUNKER

NEW PUMP BUNKER

WATER LEVEL 13.2 AHD

GROUND LEVEL 18 M AHD

81 2 3

6

5

4

4

8

7

7

6

9

10

12

11

11

11 12

Scale 1:50

0.51.0 5.02.5

EXISTING

SWITCH GEAR

SHED

NEW SWITCH

GEAR SHED

EXISTING

SWITCH GEAR

SHED

A1

REV No.

REVISIONS

DATE COMMENT

4

2

3

1

COPYRIGHT:

CT FARMS

PUMP SHED EXTENSION

2019

BOOKPURNING

FILE NO

ph. (08) 8584 7398

Web Site: www.loxtonirrigation.com.aue-mail: [email protected]

fax (08) 8584 6798

BOOKPURNONG RD

ABN 58 619 887 464

LOXTON SA 5333

ACN 619 887 464

Making the scene Green

IrrigationLoxton

Centre

NUMBER DESCRIPTION


2 300 MM CHECK VALVE


4 EXISTING 250-LVNNV-600 PUMP WITH 250 KW TECO MOTOR (3246 KG)



7 EXISTING 450 MM PN10 PE 100 POLY

8 NEW 450 MM PN10 PE 100 POLY

9 EXISTING 450 MM STAINLESS MANIFOLD

10 NEW 450 MM STAINLESS MANIFOLD

11 EXISTING PUMP BUNKER & SHED



02.0 1.0 5.02.5

Scale 1:100

10.07.5

15

1617

18

RIV

ER

MU

RR

AY

EXISTING SUCTION LINE

EXISTINGPUMPSHED

EXISTINGPOWERBOX

SECTION272

EXISTINGPUMPSHED

EXISTING PUMP BUNKER

NEW PUMP BUNKER

8

12

3

6

5

4

4

8

7

7

9

1012

11

11 11

12

EXISTINGSWITCH GEAR

SHED

NEW SWITCH

GEAR SHED

EXISTINGSWITCH GEAR

SHED

EXISTINGPADMOUNTTRANSFORMER

GENERAL NOTES:

G1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER

CONSULTANTS DRAWINGS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE REFERRED TO

THE QUALITY MANAGER FOR DECISION BEFORE PROCEEDING WITH THE WORK.

G2. ALL DIMENSIONS RELEVANT TO SETTING OUT AND OFF-SITE WORK SHALL BE VERIFIED BY THE

CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION ARE COMMENCED. THE ENGINEER'S

DRAWINGS SHALL NOT BE SCALED.

G3. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE

STRUCTURE IN A STABLE CONDITION AND ENSURING NO PART IS OVERSTRESSED UNDER

CONSTRUCTION ACTIVITIES.

G4. WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE RELEVANT AUSTRALIAN

STANDARDS INCLUDING ALL AMENDMENTS AND THE LOCAL STATUTORY AUTHORITIES, EXCEPT

WHERE VARIED BY THE CONTRACT DOCUMENTS.

G5. THE STRUCTURAL WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED FOR THE

FOLLOWING LIVE LOADS:

ROOF

0.25 KPa or (

1.8

A

+ 0.12) KPa or 1.4 KN

SURCHARGE 10.0 KPa

SLAB 5.0 KPa

G6. THE DESIGN WIND CRITERIA TO AS 1170.2- 2011 IS AS FOLLOW:

REGION A1

BASIC WIND SPEED VU = 45 m/s

TERRAIN CATEGORY 2.5

G7. DIMENSIONS ARE IN MILLIMETRES AND LEVELS ARE IN METRES UNLESS SHOWN OTHERWISE.

G8. SITE SURVEYING AND SETTING OUT SHALL BE CARRIED OUT BY A REGISTERED SURVEYOR.

G9. EXISTING SERVICES ARE SHOWN ON THE DRAWINGS IN APPROXIMATE LOCATIONS ONLY. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING

SERVICES.

G10. BUILDING MATERIALS SHALL NOT BE STORED ON STRUCTURAL ELEMENTS WITHOUT PRIOR

WRITTEN APPROVAL FROM THE QUALITY MANAGER.

G11. THESE DRAWINGS DO NOT DETAIL TEMPORARY WORKS. TEMPORARY WORKS ARE TO BE

DESIGNED BY THE CONTRACTOR.

G12. ALL TESTING SHALL BE PERFORMED BY INDEPENDENT NATA ACCREDITED AUTHORITY. TEST

REPORTS SHALL BE FORWARDED TO THE QUALITY MANAGER.

G13. INCOMPATIBLE METALS SHALL BE SEPARATED BY CONCEALED LAYERS OF SUITABLE INERT

MATERIALS AND THICKNESSES.

G14. THESE NOTES SHALL BE SUPPLIED TO ALL SUB-CONTRACTORS.

CONCRETE NOTES:

C1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS3600 -

2018.

C2. CLEAR CONCRETE COVER TO REINFORCEMENT FOR IN-SITU CONCRETE ELEMENTS

SHALL BE AS PER AS3600 - 2018.

C3. REQUIRED SURFACE FINISH AND CLASS OF FORMWORK FOR IN-SITU CONCRETE

SHALL CONFORM WITH AS3600 - 2018.

C4. SCHEDULE OF CONCRETE PROPERTIES TO BE USED FOR THE PARTICULAR SECTION

OF WORK SHALL BE AS SHOWN ON THE TABLE ON THIS SHEET UNLESS OTHERWISE

INSTRUCTED.

C5. CONCRETE MIX DESIGN SHALL BE PROVIDED TO THE QUALITY MANAGER FOR

APPROVAL.

C6. NO CONCRETE ADMIXTURE OR ADDITIVES SHALL BE USED WITHOUT WRITTEN

APPROVAL FROM THE QUALITY MANAGER. AIR ENTRAINMENT IS NOT PERMITTED.

C7. WATER WITH MORE THAN 0.03% CHLORIDE OR CHLORINE CONTENT SHALL NOT BE

USED.

C8. ALL CONCRETE TO BE READY MIXED SUPPLIED IN ACCORDANCE WITH AS 1379 BY

THE BATCH PRODUCTION PROCESS. READY MIXED CONCRETE SHALL BE DELIVERED

IN AGITATING TRUCKS.

C9. FORMWORK AND FALSEWORK SHALL BE DESIGNED AND CONSTRUCTED IN

ACCORDANCE WITH AS 3610.

C10. FORMS SHALL NOT BE STRIPPED OR ANY FORMWORK SUPPORTS REMOVED UNTIL

THE CONCRETE HAS ACQUIRED SUFFICIENT STRENGTH TO SUPPORT ITS OWN

WEIGHT AND ANY SUPERIMPOSED LOADS WITHOUT DETRIMENT TO ITS INTENDED

USE.

C11. ALL EXPOSED EDGES AND RE-ENTRANT CORNERS SHALL BE CHAMFERED.

C12. THE CONTRACTOR SHALL EMPLOY CONCRETE PLACEMENT METHOD SO AS TO:

· PREVENT SEGREGATION OR LOSS OF MATERIALS;

· PREVENT PREMATURE STIFFENING;

· PREVENT NONCONFORMING DISPLACEMENT OF REINFORCEMENT, LIGATURES

OR EMBEDMENTS;

· PRODUCE A DENSE HOMOGENEOUS PRODUCT WHICH IS MONOLITHIC BETWEEN

PLANNED JOINT AND/OR THE EXTREMITIES OF MEMBERS OR BOTH;

· COMPLETELY FILL THE FORMWORK TO THE INTENDED LEVEL, EXPEL ENTRAPPED

AIR, AND SURROUNDING REINFORCEMENT AND EMBEDMENTS;

· PROVIDE THE SPECIFIED FINISH;

· CONTROL CRACKING, INCLUDING THAT CAUSED BY PLASTIC DRYING

SHRINKAGE, CONCRETE

· SLUMPING AND PLASTIC SETTLEMENT;

· THE USE OF POKED AND FORM VIBRATORS ARE CONSIDERED ESSENTIAL.

C13. UNDER NO CIRCUMSTANCES SHALL FORMWORK OR PROJECTING REINFORCEMENT

BE SHAKEN, DISPLACED OR DISTURBED MORE THAN TWENTY MINUTES AFTER

PLACING THE CONCRETE.

C14. THE LOCATION OF CONSTRUCTION JOINTS SHALL BE PLANNED AND APPROVED IN

ADVANCE BY THE QUALITY MANAGER.

C15. CONCRETE SHALL BE CONTINUOUSLY CURED FOR AT LEAST 7 DAYS.

C16. THE CONCRETE SURFACE SHALL BE MAINTAINED AT A TEMPERATURE NOT LESS

THAN 5° THROUGHOUT THE CURING PERIOD.

C17. ALL FOOTINGS AND SLABS ON GROUND SHALL HAVE A DAMPPROOF MEMBRANE TO

AS2870 UNLESS NOTED OTHERWISE.

REINFORCEMENT NOTES:

R1. REINFORCEMENT SYMBOLS ARE AS FOLLOW:

N: DEFORMED BARS TO AS/NZS 4671 GRADE D500N;

R: STRUCTURAL GRADE PLAIN BARS TO AS 1302;

SL: SQUARE MESH TO AS/NZS 4671 GRADE D500L;

RL: RECTANGULAR MESH TO AS/NZS 4671 GRADE D500L;

W: HARD DRAWN STEEL WIRES TO AS 1303.

R2. THE LOCATION OF THE REINFORCEMENT IS ABBREVIATED AS FOLLOW:

EW: EACH WAY EF: EACH FACE NF: NEAR FACE

FF: FAR FACE B: BOTTOM T: TOP

BB: BOTTOM BOTTOM (LAID FIRST) TT: TOP TOP (LAID LAST)

R3. REINFORCEMENT IS PRESENTED DIAGRAMMATICALLY AND IS NOT NECESSARILY IN TRUE

PROJECTION.

R4. ALL REINFORCEMENT SHALL BE SUPPORTED AND HELD IN POSITIONS TO MAINTAIN THE

NOMINATED COVER BY APPROVED CHAIRS, SPACERS OR TIES.

R5. THE REINFORCEMENT SHALL NOT BE CUT, BENT OR HEATED ON SITE WITHOUT PRIOR

APPROVAL FROM THE QUALITY MANAGER.

R6. THE REINFORCEMENT SHALL NOT BE WELDED WITHOUT PRIOR APPROVAL FROM THE

QUALITY MANAGER.

R7. THE REINFORCEMENT SHALL BE FREE FROM LOOSE MILL SCALE, LOOSE RUST, OIL, GREASE

AND OTHER NON-METALLIC COATINGS WHICH WOULD REDUCE THE BOND TO THE

CONCRETE.

R8. REINFORCEMENT SHALL BE SECURED IN POSITION BY TIE WIRE OF ANNEALED STEEL HAVING

A DIAMETER OF NOT LESS THAN 1.2mm. BARS MUST BE TIED AT ALL INTERSECTIONS. THE

ENDS OF BARS FORMING A LAPPED SPLICE SHALL BE WIRED TOGETHER IN AT LEAST TWO

PLACES.

R9. SPLICE LENGTHS IN BARS SHALL BE AS FOLLOW:

N12: 500mm N16: 700mm N20: 900mm

R10. HORIZONTAL REINFORCING BARS IN CONCRETE FOOTINGS AND MASONRY WALLS SHALL BE

BENT AND LAPPED AT ALL CORNERS.

R11. A LAPPED SPLICE FOR WELDED WIRE FABRIC SHALL BE MADE SO THAT THE TWO

OUTERMOST TRANSVERSE WIRES OF ONE SHEET OF FABRIC OVERLAP THE OUTERMOST

TRANSVERSE WIRE OF THE SHEET BEING LAPPED.

SITE PREPARATION AND EARTHWORKS NOTES:

SP1. PRIOR TO THE STRIPPING OF TOPSOIL, THE CONTRACTOR IS TO REMOVE EXISTING SURFACE

VEGETATION AND DISPOSE OFF SITE.

SP2. TOPSOIL SHALL BE STRIPPED FROM ALL AREAS OF CONSTRUCTION TO A NOMINAL DEPTH OF

100mm AND SHALL BE STOCKPILED ON SITE FOR LATER RE-USE IN FILLING TO BATTER SLOPES,

LANDSCAPING, GRASSED AREAS ETC. STOCKPILES SHALL HAVE ADEQUATE DRAINAGE AND

EROSION PROTECTION AND BE PROTECTED FROM CONTAMINATION BY OTHER EXCAVATED

MATERIAL, WEEDS AND BUILDING DEBRIS. EXCESS TOPSOIL IS TO BE REMOVED FROM SITE.

SP3. ALL FILL MATERIALS ARE SUBJECT TO SUPERINTENDENT APPROVAL PRIOR TO USE AND SHALL

NOMINALLY BE A CLEAN GRANULAR SOIL OR A SOIL-AGGREGATE MIXTURE CAPABLE OF BEING

COMPACTED TO FORM A HOMOGENEOUS MASS. SELECT FILL SHALL HAVE A SOAKED CBR OF AT

LEAST 15%. LARGE PARTICLES MUST BE BROKEN DOWN TO A MAXIMUM PARTICLE SIZE OF

75mm.

SP4. ALL SOFT/DISTURBED SOILS TO BE REMOVED TO FIRM NATURAL GROUND. BACKFILL AND

BUILDUP SITE IN MAX 200mm THICK LIFTS WITH SELECT FILL MATERIALS, EACH LIFT SHALL BE

COMPACTED TO MIN 95% SDD AND EACH LAYER TESTED TO AS3798. ENTIRE BUILDING SITE TO

BE PROOF ROLLED TO AS3798 PRIOR TO APPLICATION OF BLINDING LAYER BELOW SLAB.

SP5. PROVIDE 100mm THICK BLINDING LAYER OF SCREENED QUARRY RUBBLE OR BASALT CRUSHER

DUST (PM2/20 QR) COMPACTED TO 95% SDD BELOW ALL BUILDING SLABS.

SP6. ALL SERVICE TRENCHES & SITE EXCAVATIONS TO BE BACK FILLED & TESTED SIMILAR TO NOTE

SP4.

STRUCTURAL STEELWORK NOTES:

S1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS

4100.

S2. EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, STEEL MATERIALS

TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 2 OF AS

4100 AND CLAUSE 1.5 OF AS 4600 AS FOLLOW:

GRADE 300 FOR HOT-ROLLED STEEL MEMBERS (UB, UC, TFB, PFC, EA, UA )

TO AS 3679.1

GRADE C350 FOR HOLLOW SECTIONS TO AS 1163

GRADE 250 FOR ALL CONNECTING PLATES TO AS 3678

S3. BOLTS NOT DESIGNATED SHALL BE GRADE 8.8/S BOLTS TO AS 1252

TIGHTENED TO A SNUG TIGHT FIT. BOLTS DESIGNATED 4.6/S SHALL BE

COMMERCIAL GRADE STEEL BOLTS TO AS 1111 AND AS 1112 TIGHTENED TO

A SNUG FIT. WASHERS SHALL BE INSTALLED UNDER BOLT HEADS AND

NUTS.

S4. ALL BOLTS, WASHERS AND NUTS SHALL BE SUPPLIED HOT-DIPPED

GALVANISED TO AS 1214. INTERNAL THREADS SHALL BE TAPPED AFTER

GALVANIZING AND OILED FOR CORROSION PROTECTION. GALVANISED

BOLTS SHALL NOT BE RECUT.

S5. HOLDING DOWN BOLTS SHALL BE RIGIDLY TIED TOGETHER PRIOR TO

INSTALLATION TO ENSURE CORRECT BOLT LOCATIONS AND SET OUT USING

A 3mm STEEL TEMPLATE SUPPLIED BY THE FABRICATOR.

S6. BOLT HOLE SIZE SHALL BE AS FOLLOW:

BOLT DIAMETER PLUS 2mm FOR STEEL TO STEEL CONNECTIONS.

BOLT DIAMETER PLUS 4mm FOR STEEL TO CONCRETE CONNECTIONS.

BOLT DIAMETER PLUS 6mm FOR HOLDING DOWN BOLTS.

S7. WELDING SHALL BE PERFORMED BY AN EXPERIENCED OPERATOR IN

ACCORDANCE WITH AS 1554.

S8. EXCEPT WHERE OTHERWISE SHOWN WELDS TO BE 6 mm CONTINUOUS

FILLET AND SHALL BE STRUCTURAL PURPOSE (SP) WELDS. WELD

ELECTRODES SHALL BE CLASS B-E49XX UNLESS SHOWN OTHERWISE. BUTT

WELD SHALL BE FULL STRENGTH COMPLETE PENETRATION BUTT WELD,

DENOTED F.S.B.W ON DRAWINGS. EXTENT OF WELD INSPECTION TO BE AS

PER THE PROJECT SPECIFICATION.

S9. UNLESS SHOWN OTHERWISE MINIMUM BOLTED STRUCTURAL CONNECTION SHALL

BE 10mm PLATE WITH 2M16 8.8/S BOLTS.

S10. UNLESS SHOWN OTHERWISE STRUCTURAL MEMBERS SHALL BE CONCENTRIC AT

CONNECTIONS (GRAVITY OR GAUGE LINES TO INTERSECT).

S11. THE ENDS OF ALL TUBULAR MEMBERS ARE TO BE SEALED WITH NOMINAL

THICKNESS PLATES AND CONTINUOUS FILLET WELD UNLESS OTHERWISE SHOWN.

S12. BASE PLATES SHALL BE GROUTED USING APPROVED HIGH STRENGTH NON SHRINK

GROUTS BEFORE COLUMNS ARE LOADED.

S13. THE STRUCTURAL STEELWORK SHALL BE MADE SAFE DURING ERECTION AGAINST

WIND AND ALL ERECTION STRESSES AND LOADING CONDITIONS INCLUDING

THOSE DUE TO ERECTION EQUIPMENT.

S14. BEFORE FABRICATION IS COMMENCED THE CONTRACTOR SHALL SUBMIT COPIES

OF THE SHOP DRAWINGS TO THE QUALITY MANAGER FOR REVIEW. REVIEW DOES

NOT INCLUDE CHECKING OF DIMENSIONS. FABRICATION SHALL NOT BE

COMMENCED UNTIL THE SHOP DRAWINGS ARE REVIEWED AND APPROVED.

S15. UNLESS OTHERWISE SPECIFIED STEELWORK SHALL BE PROTECTED AGAINST

CORROSION AS FOLLOWS:

- INTERNAL STEELWORK (NOT EXPOSED TO WEATHER): SAND BLAST CLEAN

CLASS 2.5 AND SHOP PAINTED WITH APPROVED ZINC RICH PRIMER, 75

MICRONS DFT.

ALL OTHER STEEL TO BE HOT DIPPED GALVANISED TO AS4680, TO THE

FOLLOWING COATING THICKNESS:

- EXTERNAL STEELWORK Z300

- BELOW SURFACE, GALVANISE & DENSO TAPE WRAP

- LINTELS IN MASONRY WALLS, GALVANISE Z300 & EPOXY OVERCOAT

S16. DAMAGE TO GALVANISED COATING SHALL BE CARRIED OUT BY POWER TOOL

CLEANING TO AS 1627.2, OR IF INACCESSIBLE, BY HAND TOOL CLEANING TO AS

1627.7, FOLLOWED BY SOLVENT CLEANING/DEGREASING TO AS 1627.1 AND THE

APPLICATION OF TWO COATS OF AN ORGANIC ZINC-RICH PRIMER EACH 50

MICRONS DRY FILM THICKNESS OVERLAPPING SOUND METALLIC ZINC.

S17. ON-SITE WELDING SHALL BE CLEANED OF ALL SLAG AND SCALE, GIVEN ONE COAT

OF AN APPROVED INORGANIC ZINC SILICATE PRIMER AND THEN TWO COATS OF

"GALVAFROID" PAINT OR APPROVED EQUIVALENT.

S18. ALL ROOF AND WALL ROD 'X' BRACES TO BE TENSIONED.

TEMPORARY BRACING:

T1 THE DOCUMENTED DESIGN IS FOR THE PERMANENT CONDITION ONLY AND

DOES NOT SPECIFICALLY CATER FOR THE INTERIM ARRANGEMENTS DURING

CONSTRUCTION AND ERECTION UNLESS NOTED OTHERWISE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE

STRUCTURE AND ANY ADJACENT STRUCTURES IN A SAFE AND STABLE

CONDITION AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR IS

TO ENGAGE A QUALIFIED AND SUITABLY EXPERIENCED ERECTION ENGINEER

TO REVIEW AND APPROVE THE CONTRACTORS CONSTRUCTION

METHODOLOGY AND TO PROVIDE THE DESIGN OF ANY TEMPORARY WORKS

(SUCH AS PROPPING AND TEMPORARY BRACING) TO SUIT THE

CONTRACTORS CONSTRUCTION SEQUENCE AND METHODOLOGY.

THE CONTRACTOR SHALL SUBMIT DESIGN CALCULATIONS AND DRAWINGS

TO THE SUPERINTENDENT UPON REQUEST AS EVIDENCE THAT A SAFE

ERECTING METHODOLOGY HAS BEEN PUT FORWARD.

FOOTING:

F1 THE MINIMUM ALLOWABLE BEARING CAPACITY OF THE FOUNDATION MATERIAL IS

TO BE:

1. 80 kPa FOR RAFT SLABS (BEAMS)

2. 80 kPa FOR RAFT SLABS (SLAB) & SLABS ON GROUND

F2 THE ASSUMED FOUNDING LEVELS OF THE FOOTINGS ARE TO BE AS INDICATED

ON THE DRAWINGS. BEFORE ANY REINFORCEMENT OR CONCRETE IS PLACED,

THE ALLOWABLE BEARING CAPACITY OF THE GROUND IS TO BE VERIFIED BY THE

GEOTECHNICAL ENGINEER. EXCAVATION SHALL CONTINUE UNTIL THE REQUIRED

BEARING CAPACITY IS FOUND. THE OVER-EXCAVATION SHALL BE BACK-FILLED

WITH BLINDING CONCRETE TO THE ASSUMED FOUNDING LEVEL.

F3 THE CONTRACTOR IS TO ALLOW FOR THE ENGAGEMENT OF A GEOTECHNICAL

ENGINEER TO VERIFY THE FOUNDING MATERIAL.

F4 OVER-EXCAVATION WITHIN THE INFLUENCE ZONE (45 DEGREE LINE DOWN FROM

BASE OF WALL) OF ANY RETAINING WALL IS NOT ALLOWED WITHOUT THE PRIOR

APPROVAL OF THE EXCAVATION SEQUENCE BY THE SUPERINTENDENT.

F5 FOOTINGS TO BE FOUNDED A MINIMUM OF 200mm INTO NATURAL SOIL WITH

MINIMUM ALLOWABLE BEARING CAPACITY AS LISTED ABOVE.

FILENAME: PROJECT NUMBER

20191814 [3].DWG

© TONKIN CONSULTING

REVAMENDMENT / REASON FOR ISSUE

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C:\USERS\NEIL ALEXANDER\APPDATA\LOCAL\TEMP\ACPUBLISH_8120\20191814 [3].DWG -01- (27-03-20 5:05:21PM)

DRAWING NUMBER REVISION

DATE

A1

SHEET SIZE

100mm ON ORIGINAL DRAWING - DO NOT SCALE DRAWING

SURVEYED:

SURVEY DATE:

tonkin.com.au

APPROVED / PROJECT LEADER

COORDS:

DATUM:

LOXTON IRRIGATION CENTRE PTY LTD

PROPOSED SHED EXTENSION

CT FARMS

GENERAL NOTES

20191814 01

3

ANDREW SEATON-STEWART

A PRELIMINARY ISSUE 12.12.19 M.H. N.G.A.

0 ISSUED FOR CONSTRUCTION 17.12.19 M.H. N.G.A.

1 ISSUED FOR CONSTRUCTION - SLAB DIMENSIONS ADDED 06.01.20 M.H. N.G.A.

2 ISSUED FOR CONSTRUCTION - LOWER SHED SIZE INCREASED 22.01.20 M.H. N.G.A.

3 ISSUED FOR CONSTRUCTION - SHED SIZE REDUCED, APPROX SITE DIMENSIONS ADDED 27.03.20 M.H. N.G.A.

MGA94 ZONE 53

ALL LEVELS TO A.H.D.

ISSUED FOR CONSTRUCTION

-

A

1

03

BUNKER PLAN

SCALE 1:50

-

B

DRILL AND EPOXY N12 BARS, 300 LONG,

150 INTO EXISTING PUMP BUNKER WALL

@ 300 CTS. MAX. TYP.


150 INTO EXISTING SWITCH ROOM

SHED SLAB @ 300 CTS. MAX. TYP.

E

X

I

S

T

I

N

G

B

U

N

K

E

R

A

N

D

S

W

I

T

C

H

G

E

A

R

S

H

E

D

CORE Ø150 MIN. HOLE THROUGH

BASE OF EXISTING WALL BETWEEN

BUNKERS, AT BASE OF SUMP. COVER

ALL EXPOSED REINFORCEMENT WITH

NITOCOTE EP410 OR APPROVED

EQUIVALENT IN ACCORDANCE WITH

MANUFACTURES SPECIFICATIONS.

PAVEMENT SLAB

SL82 MESH TOP IN 150 MIN.

SLAB, F'c=25MPa.

4300

4000

5400

3300

1450

1300 1650 2450

200 THICK PIT WALLS,

RL1218 MESH EACH FACE

(PRIMARY WIRES VERTICAL)

f'c=32mPa. TYP.

SUB GRADE COMPACTED

TO 95% MMDD

250 THICK BASE SLAB,

N12 BARS @ 200 CTS BOTH

DIRECTIONS, EACH FACE.

f'c=32mPa. TYP.

FALLFALL

2

03

SECTION

A

-

20SCALE 1:

2075 M

AX.

SECTION

B

-

20SCALE 1:

ADDITIONAL 2-N16 BARS EACH

FACE, LAP 800 PAST PENETRATION,

OR COG 200. TYP.

SUB GRADE COMPACTED

TO 95% MMDD

FALL


150 INTO EXISTING PUMP BUNKER

BASE SLAB @ 300 CTS. MAX. TYP.

03

C

EXISTING

BUNKER

FOOTING NOTES:

F1. REFER TO ARCHITECTURAL DRAWINGS FOR

OVERALL DIMENSIONS, SETTING OUT, FINISHED

FLOOR LEVELS AND SET DOWNS.

F2. SLABS TO BE FOUNDED ON NATURAL GROUND OR

COMPACTED FILL TO 95% MMDD.

FOOTING LEGEND

3-L11TMx2000 LONG CRACK

CONTROL BARS TIED TO UNDERSIDE

OF SLAB MESH


20191814 [3].DWG



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CT FARMS

BUNKER PLAN AND SECTIONS

20191814 02

3







MGA94 ZONE 53



ALL DIMENSIONS ARE APPROXIMATE ONLY

(FROM DRAWINGS SUPPLIED BY CLIENT),

AND NEED TO BE CONFIRMED ON SITE BY THE

CONTRACTOR BEFORE COMMENCING WORKS.

N12 "L" BARS,

@ 200 CTS. MAX.

LAP 400. TYP

HYDROTITE IN ACCORDANCE

WITH MANUFACTURERS

SPECIFICATIONS

SCABBLE AT CJ's BEFORE

POURING SECOND POUR, EXCEPT

AT HYDROTITE LOCATION. TYP.

C.J

N16 STARTER BARS,

@ 200 CTS. MAX.

COG 150, LAP 600. TYP.

600 LAP TYP.

FOSROC PROOFEX ENGAGE OR

APPROVED EQUIVALENT IN ACCORDANCE

WITH MANUFACTURERS SPECIFICATIONS

HYDROTITE AROUND PIPE IN

ACCORDANCE WITH

MANUFACTURERS SPECIFICATIONS


20191814 [3].DWG



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DATE

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COORDS:

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CT FARMS

BUNKER DETAILS

20191814 03

3







MGA94 ZONE 53



DETAIL

1

02

10SCALE 1:

DETAIL

2

02

10SCALE 1:

SECTION

C

02

10SCALE 1:

BUNKER SHED PLAN

SCALE 1:50

DOUBLE DOORS AS PER EXISTING,

WITH DOOR FIXINGS AS PER CLIENTS

SPECIFICATIONS. SUITABLE TUFF

HINGES AS PER MANUFACTURE'S

SPECIFICATIONS.

P.A. DOOR WITH FIXINGS AS PER

CLIENTS SPECIFICATIONS.

-

D

REMOVE SHEETING FROM

EXISTING END WALL.

FLASH BETWEEN EXISTING

AND NEW BUILDING TO

ENSURE WEATHER SEALING.

ACCESS PLATFORM AND

LADDER BY OTHERS.

C10019 PURLINS @ 1500 CTS. MAX,

1300 MAX. END SPACING.

1 ROW OF BRIDGING. TYP.

FLASH BETWEEN EXISTING

AND NEW BUILDING TO

ENSURE WEATHER SEALING.

-

E

E

X

I

S

T

I

N

G

B

U

N

K

E

R

A

N

D

S

W

I

T

C

H

G

E

A

R

S

H

E

D

REMOVE SHEETING FROM

EXISTING END WALL.

C

1

C

1

C

1

C

1

C

1

C

1

C

1

C

1

T2

C

1

T2

T1

T1

30x1.0 STRAP BRACING AS PER

MANUFACTURE'S SPECIFICATIONS.

C10019 PURLINS @ 1500 CTS. MAX,

1300 MAX. END SPACING.




C

1

FALLFALL

SECTION

D

-

20SCALE 1:

C1

T1

C1 C1

C10019 GIRTS @ 1500 CTS. MAX,


SHEETING, FLASHING AND

GUTTERS BY OTHERS. TYP.

FULLY 6 CFW T1 TO C1. TYP.

MATCH

EXISTIN

G 2900 M

AX.

ROOF PITCH TO MATCH

EXISTING. (25° MAX). TYP.



FALL

FALL

SECTION

E

-

20SCALE 1:

C1

T2

C1

C10019 GIRTS @ 1500 CTS. MAX,


SHEETING, FLASHING AND

GUTTERS BY OTHERS. TYP.

FULLY 6 CFW T1 TO C1. TYP.

MATCH

EXISTIN

G 2900 M

AX.

ROOF PITCH TO MATCH

EXISTING. (25° MAX). TYP.

P

1

B1

FULLY SITE 6 CFW B1 TO EXISTING

PILE AND DRIVEN PILE P1. MAKE

GOOD DAMAGE TO CORROSION

RESISTANT COATING. TYP.

PILE DRIVEN UNTIL RESISTANCE

OF 150kPa OR 3.0m DEPTH.

(WHICHEVER IS DEEPER.

CONFIRM FROM SOIL TESTING

DURING CONSTRUCTION)

MEMBER SCHEDULE

MARK SIZE NOTES

C1 100 x 50 x 3.0 RHS COLUMN

B1 200UB30 BEAM

P1 200UC60 DRIVEN PILE

T1 & T2

50x2.5 SHS TOP & BOTTOM CHORD

25x2.5 SHS WEB

FULLY 3 CFW

TRUSS

C112mm BASE PLATE

6 CFW TO C1.

4-M16 CHEMSETS (801 SERIES)

125mm MIN. EMBEDMENT. TYP

20mm N.S.

GROUT. TYP

TYPICAL C1 BASE PLATE

CONNECTION DETAIL

8mm CLEAT PLATE

6 CFW TO C1

2-M12 4.6/S BOLTS. TYP

8mm CLEAT PLATE

6 CFW TO T1.

2-M12 4.6/S BOLTS. TYP

TYPICAL PURLIN CLEAT

PLATE CONNECTION DETAIL

T1


20191814 [3].DWG



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CT FARMS

SHED STEELWORK PLAN AND SECTIONS

20191814 04

3







MGA94 ZONE 53



BUNKER SHED DRAINAGE PLAN

SCALE 1:50

Ø150 uPVC DRAINAGE PIPE. TYP.

DISCHARGE. EXACT LOCATION TO

BE AGREED ON SITE WITH CLIENT.

GUTTERS AND DOWNPIPES AS

PER CLIENTS SPECIFICATION.

BIDIM A34 GEOFABRIC IN ACCORDANCE

WITH MANUFACTURE'S SPECIFICATIONS TO

RIVER BANK. 150 PLUS ROCK BEACHING.

RIVER

1:100

1

:

1

0

0

-

F

1:100

-

G

2000

APPROX

SECTION

F

-

20SCALE 1:

1

10

200

MIN

.

SECTION

G

-

20SCALE 1:

150 uPVC


20191814 [3].DWG



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DATE

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SURVEYED:

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COORDS:

DATUM:



CT FARMS

SHED DRAINAGE PLAN

20191814 05

3





2 ISSUED FOR CONSTRUCTION - LOWER SHED SIZE INCREASED & DRAINAGE CHANGED 22.01.20 M.H. N.G.A.


MGA94 ZONE 53



NOTE:

IN ABSENCE OF SITE SURVEY, LOCAL

EARTHWORKS HAVE BEEN SPECIFIED BASED

ON ENGINEERING JUDGEMENT ALONE AND DO

NOT GUARANTEE ADEQUATE DRAINAGE TO

PREVENT INUNDATION BY OVERLAND FLOWS.

15000 APPRO

X4000 APPRO

X

5900 APPROX 13500 APPROX 6500 APPROX4000 APPROX

CT Farms Pump Station Extension

Calculations

Loxton Irrigation Centre Pty Ltd

Structural Design

28 January 2020

Ref: 20191814R01B

20191814R01B CT Farms Pump Station Extension | Calculations 2

Document History and Status

Rev Description Author Reviewed Approved Date

1 Issued to Client MH AS AS 28/01/2020

20191814R01B CT Farms Pump Station Extension | Calculations

Preamble

The following calculations are for a proposed new pump shed to be located at the existing Loxton Irrigation

Centre pumping site. These calculations are an update to the calculations provided with reference number

20191814R01A verifying the suitability of the member sizes specified in that document are suitable for the

increased plan dimensions proposed. All members specified within the document 20191814R01A have

been confirmed to be suitable for the larger plan dimensions. These calculations accompany the updated

for construction drawings 20191814 revision 2.

Yours sincerely,

Andrew Seaton-Stewart

Program Manager/Senior Engineer

district council of loxton waikerie · annual licence to r. f. ingerson & co. ptf. ltd. (acn:...

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