District Council of Loxton Waikerie · annual licence to r. f. ingerson & co. ptf. ltd. (acn: 007...
Transcript of District Council of Loxton Waikerie · annual licence to r. f. ingerson & co. ptf. ltd. (acn: 007...
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^^'^^-^^e'^-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^ (^^ ^u^~ <^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 QOO^OQ
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
3 400 MM BUTTERFLY 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)
6 NEW 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
12 NEW PUMP BUNKER & SHED
13 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
1 300 MM BUTTERFLY VALVE
2 300 MM CHECK VALVE
3 400 MM BUTTERFLY 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)
6 NEW 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
12 NEW PUMP BUNKER & SHED
13 NEW 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
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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.
DRILL AND EPOXY N12 BARS, 300 LONG,
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
DRILL AND EPOXY N12 BARS, 300 LONG,
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
FILENAME: PROJECT NUMBER
20191814 [3].DWG
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C:\USERS\NEIL ALEXANDER\APPDATA\LOCAL\TEMP\ACPUBLISH_8120\20191814 [3].DWG -02- (27-03-20 5:05:22PM)
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
BUNKER PLAN AND SECTIONS
20191814 02
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
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
FILENAME: PROJECT NUMBER
20191814 [3].DWG
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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
BUNKER DETAILS
20191814 03
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
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.
1 ROW OF BRIDGING. TYP.
30x1.0 STRAP BRACING AS PER
MANUFACTURE'S SPECIFICATIONS.
C
1
FALLFALL
SECTION
D
-
20SCALE 1:
C1
T1
C1 C1
C10019 GIRTS @ 1500 CTS. MAX,
1 ROW OF BRIDGING. TYP.
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.
30x1.0 STRAP BRACING AS PER
MANUFACTURE'S SPECIFICATIONS.
FALL
FALL
SECTION
E
-
20SCALE 1:
C1
T2
C1
C10019 GIRTS @ 1500 CTS. MAX,
1 ROW OF BRIDGING. TYP.
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
FILENAME: PROJECT NUMBER
20191814 [3].DWG
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C:\USERS\NEIL ALEXANDER\APPDATA\LOCAL\TEMP\ACPUBLISH_8120\20191814 [3].DWG -04- (27-03-20 5:05:24PM)
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
SHED STEELWORK PLAN AND SECTIONS
20191814 04
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
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
FILENAME: PROJECT NUMBER
20191814 [3].DWG
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C:\USERS\NEIL ALEXANDER\APPDATA\LOCAL\TEMP\ACPUBLISH_8120\20191814 [3].DWG -05- (27-03-20 5:05:25PM)
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
SHED DRAINAGE PLAN
20191814 05
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 & DRAINAGE CHANGED 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
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