Diapur Wind Farm Bearing Boundary (m) · 1 of 9 art-19126-drg-001 02title sheet & drawing register 2 of 9 art-19126-drg-002 00general notes 3 0f 9 art-19126-drg-003 01general layout

Legend

Site Envelope

Parcel

Elevation

Access to Site

Construction Compound:Temporary Ablution Block

Car Parking

Temporary Site Office

Fire Fighting Water Tank

Development Footprint:Access TrackAccess to Site via PrivatePropertyCable Trench(underground)Control BuildingControl Building FencedAreaTurbine Foundation

Hard Stand

Staging

Temporary ConcreteBatching Plant

# Meteorological Tower

#

180

190

170

170

220

190

170

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200

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1\TP223277

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97 m

214 m

387 m

1421 m

1423 m

1505

m

1508

m

ROGERS ROAD

UNNA

MED

LAWL

OIT-D

IAPUR

ROA

D

Figure 5 -Turbine 2

Figure 4 -Turbine 1

Figure 3 - ControlBuilding, Construction

Compound and TemporaryConcrete Batching Plant

Figure 23 -Meteorological

Tower

Diapur Wind Farm

0 300150 m

²Date: 05/08/2020

1:8,000Scale at A3:

Figure 1: Dimensioned Site PlanComponent X Coordinate Y Coordinate Coordinate System Distance to Nearest

Boundary (m) BearingTurbine 1 539003 5978133 GDA94 MGA Z54 214 WTurbine 2 539111 5977631 GDA94 MGA Z54 387 W

Met. Tower 538873 5978043 GDA94 MGA Z54 97 W

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A3ART GROUP119-125 QUARRY ROAD, MURWILLUMBAH, NSW 2484PH. 02 6672 6200 E-MAIL: [email protected]

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DO NOT SCALE DRAWING. ALL DIMENSIONS IN mm U.N.O.USE WRITTEN DIMENSIONS ONLY. TEMPLATE REVISION 02

DSN

DIAPUR VICTORIA100m - GL550 - GL360 TEMPORARY GUYED LATTICE MASTTERRAIN CATEGORY 2.0 - REGION A1

DENOTES LOCATION OF THE MAST

NAPPROXIMATE

AERIAL VIEW AT APPROXIMATE 100km (N.T.S.) AERIAL VIEW AT APPROXIMATE 10km (N.T.S.)

MAST NAME COORDINATES

DIA01 -36.342290 (36°20'32.2"S) 141.432801 (141°25'58.1"E)

FOR CONSTRUCTION

BAYWA R.E. PROJECTS AUSTRALIAART-19126-DRG-001DIAPUR WIND FARM100m (NOM.) - GL55 & GL36DIA01 TEMPORARY GUYED LATTICE MASTTITLE SHEET & DRAWING REGISTER

02

19

A 17/03/20 ISSUED FOR APPROVAL HY LW HY HY00 23/03/20 ISSUED FOR CONSTRUCTION HY LW HY HY01 24/03/20 REVISED SHEET 5 FOUNDATION ASSEMBLY AND UPDATED DRAWING REGISTER HY LW HY HY02 26/03/20 REMOVED ANTI-CLIMB AS PER SOW AND UPDATED DRAWING REGISTER HY LW HY HY

DIAPUR RD

DRAWING REGISTERSHEET No. DRAWING No. REV. DESCRIPTION

1 OF 9 ART-19126-DRG-001 02 TITLE SHEET & DRAWING REGISTER

2 OF 9 ART-19126-DRG-002 00 GENERAL NOTES

3 0F 9 ART-19126-DRG-003 01 GENERAL LAYOUT PLAN & ISOMETRIC VIEW

4 0F 9 ART-19126-DRG-004 01 GENERAL ELEVATION VIEW & ANCILLARY

5 OF 9 ART-19126-DRG-005 01 FOUNDATION ASSEMBLY

6 OF 9 ART-19126-DRG-006 01 BOOM ARM & ANCILLARY ASSEMBLY

7 OF 9 ART-19126-DRG-007 00 EARTHING ASSEMBLY

8 OF 9 ART-19126-DRG-008 00 FALL ARREST ASSEMBLY

9 OF 9 ART-19126-DRG-009 00 FENCE ASSEMBLY

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FOR CONSTRUCTION

BAYWA R.E. PROJECTS AUSTRALIAART-19126-DRG-002DIAPUR WIND FARM100m (NOM.) - GL55 & GL36DIA01 TEMPORARY GUYED LATTICE MASTGENERAL NOTES

00

29

A 17/03/20 ISSUED FOR APPROVAL HY LW HY HY00 23/03/20 ISSUED FOR CONSTRUCTION HY LW HY HY

GENERAL NOTES

1. ALL DIMENSIONS ARE TO BE CHECKED ON SITE BEFORE WORK COMMENCES.

2. ALL DIMENSIONS ARE SHOWN IN MILLIMETRES UNLESS NOTED OTHERWISE.

3. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE STRUCTURALDRAWINGS.

4. DURING CONSTRUCTION THE STRUCTURE SHALL BE MAINTAINED IN A STABLECONDITION AND NO PART SHALL BE OVERSTRESSED.

5. ALL WORKMANSHIP AND MATERIALS TO BE IN ACCORDANCE WITH THECURRENT AUSTRALIAN STANDARDS AND THE BY-LAWS AND ORDINANCES OFTHE RELEVANT BUILDING AUTHORITY.

6. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL CONSTRUCTION ANDTEMPORARY WORKS ARE STABLE AT ALL TIMES.

DESIGN LOADS

WIND LOAD: AS 3995 & AS 1170.2WIND REGION _________________ A1TERRAIN CATEGORY____________ 2.0STRUCTURE TYPE ________________ IIITOPOGRAPHIC MULTIPLIER Mt ___ 1.06DIRECTION MULTIPLIER Md ______ 1.0WIND SERVICE SPEED Vs ________ 21 m/sULTIMATE WIND SPEED Vu _______ 41 m/s(#)STRUCTURE SERVICE LIFE ________ 5 YRS. (Δ)

(#) ULTIMATE GUST WIND SPEED WITH 5% RISK OF EXCEEDING IN 5 YEARS DESIGNWORKING LIFE.

(Δ) MINIMUM SERVICE LIFE EXPECTED FOR STEEL MEMBERS, PROTECTIVE COATINGSAND CONCRETE ELEMENTS WITHOUT ISSUES THAT MAY COMPROMISE THEIRSTRUCTURAL INTEGRITY IN NORMAL LEVEL OF MAINTENANCE.

FOUNDATIONS

1. REQUIRED MINIMUM SAFE BEARING CAPACITY OF FOUNDATION MATERIALSHALL BE 100 kPa. ALL TOPSOIL AND UPPER STRATA CONTAINING ORGANICMATTER TO BE REMOVED.

2. WHERE LOOSE GROUND OR WATER INGRESS REQUIRES A WORKING SLAB THECONTRACTOR MAY PROVIDE A BLINDING LAYER OF 16 MPa CONCRETE,100mm THICK MINIMUM BENEATH ALL PAD FOOTINGS PRIOR TO INSTALLINGMOISTURE BARRIER AND REINFORCEMENT.

3. WHERE FILL OR BACKFILL IS REQUIRED, IF MATERIAL ON SITE IS UNSUITABLE FORSTANDARD COMPACTION SPECIFICATION, THEN IMPORTED FILL SHALL CONSISTOF APPROVED MATERIAL SUCH AS CRUSHED ROCK AND BE INSTALLED INACCORDANCE WITH COMPACTION SPECIFICATION.

GUY ANCHOR COMPACTION SPECIFICATION

REPLACEMENT SOIL FOR MASTS

1. EXCAVATE ANCHOR PIT AND INSTALL STEEL ANCHOR BEAM, ANCHOR RODSAND ATTACHMENTS.

2. TO COVER ANCHOR BEAM INSTALL SELECT FILL MATERIAL WON FROMEXCAVATION OR FROM SURROUNDING SOURCES AND COMPACT THE FILLING.COMPACT FILL IN 150mm COMPACTED DEPTH LAYERS AROUND BEAM.SOURCE FILL AS DESCRIBED IN SECTION 3 BELOW. (MINIMUM DENSITY OFCOMPACTED BACKFILL SOIL TO BE 16kN/m³)

3. FILL REMAINDER OF ANCHOR EXCAVATION WITH SELECT MATERIAL WON FROMEXCAVATION OR FROM SURROUNDING SOURCES AND COMPACT THE FILLINGTO A MINIMUM DENSITY OF Y=16kN/m³ SELECT FILL IS TO BE FREE FROM ANYORGANIC MATERIAL SUCH AS ROOTS AND TOPSOIL AND BE EITHER x CLAYSAND SILTS (BASED ON φ=20° AND cU=20KPa).OR x SANDS (BASED ON φ=32°MIN) NOTE: MINIMUM SOIL PROPERTIES ARE AS STATED ABOVE, UNLESS NOTEDDIFFERENTLY IN GEOTECHNICAL REPORT SELECT FILL PARTICLES SIZE AND SHAPEIS TO SUIT COMPACTED LAYER THICKNESS.

4. ADEQUATE COMPACTION IS ACHIEVED BY PROVIDING A COMPACTEDDENSITY EQUAL TO A CONTROLLED FILL CLASSIFICATION. CONTROLLED FILL ISDEFINED IN AS 2870. SANDY FILL IS TO BE PLACED IN LAYERS NOT GREATERTHAN 300mm LOOSE. NON-SANDY SOILS AND CLAY SOILS REQUIRE LAYERDEPTHS NOT GREATER THAN 150mm WHEN COMPACTED. COMPACTION IS TOBE ACHIEVED BY MECHANICAL TAMPING. THIS WILL REQUIRE COMPACTION BYRODDING, BY A VIBRATING PLATE OR SMOOTH DRUM ROLLER ATTACHED TO ABACKHOE/EXCAVATOR OR WALK BEHIND WHACKER PACKER.

CONCRETE

1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS 3600.

2. CONCRETE QUALITY PLACE CONCRETE OF THE FOLLOWING CHARACTERISTIC COMPRESSIVE

STRENGTH f'c AS DEFINED IN AS 1379.

LOCATION AS 1379 f'c MPa SPECIFIED NOMINALAT 28 DAYS SLUMP AGG. SIZE

FOOTINGS N25 80mm 20mm3. PROVIDE BAR SUPPORTS OR SPACERS TO GIVE THE FOLLOWING CONCRETE

COVER TO ALL REINFORCEMENT UNLESS NOTED OTHERWISE ON DRAWINGS.

MAST BASE FOOTING:50mm TOP, BOTTOM & SIDES (MIN.)

4. ALL CONCRETE IS TO BE VIBRATED.

5. NO HOLES OR CHASES OTHER THAN THOSE SHOWN ON THE STRUCTURALDRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT THE PRIORAPPROVAL OF THE ENGINEER.

6. ALL CHAIRS SHALL BE LOCATED AT 800 MAX. CTRS. (BOTH TO SUPPORTREINFORCEMENT AND FIVE THE CORRECT CONCRETE COVER.

7. REINFORCEMENT SYMBOLS:N - DENOTES GRADE 500 NORMAL DUCTILITY DEFORMED BAR.R - DENOTES GRADE 250 R HOT ROLLED PLAIN BAR.W - DENOTES HARD-DRAWN PLAIN WIRE.RF - DENOTES GRADE 500 RIBBED WIRE REINFORCING FABRIC.SL/RL - DENOTES GRADE 500 LOW DUCTILITY RIBBED FABRIC.THE NUMBER IMMEDIATELY FOLLOWING THESE SYMBOLS IS THE NUMBER OF MILLIMETRES IN BAR DIAMETER.REINFORCEMENT SHALL COMPLY WITH AS 4671.

8. WHERE HAND MIX CONCRETE IS REQUIRED USE CONCRETE MIX WITH THEADDITION OF 1kg OF NEAT CEMENT ADDED TO EACH 20kg BAG OF PREMIX.CONCRETE TO BE MIXED AND INSTALLED IN ACCORDANCE WITHMANUFACTURE'S SPECIFICATIONS.

9. LAPS AND SPLICES TO REINFORCEMENT SHALL BE MADE ONLY IN THE POSITIONSAND TO THE DIMENSIONS SHOWN. TYPICAL FABRIC LAP. UNLESS NOTEDOTHERWISE:

STEEL WORK

1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS4100 AND AS 1554 EXCEPT WHERE VARIED BY CONTRACT DOCUMENTS.

2. WELDED CONNECTIONS BETWEEN STRUCTURAL MEMBERS SHALL BE MIN 6mmCONTINUOUS FILLET WELD (OR SIZE EQUIVALENT TO THE MINIMUM THICKNESSOF CONNECTION MEMBERS WHERE LESS THAN 6mm) UNLESS NOTEDOTHERWISE. WELDED CONNECTIONS BETWEEN LATTICE & CHORDS SHALL BEMINIMUM 6mm COMPLETE AND INCOMPLETE PENETRATION BUTT WELDS -CLASS SP.

3. BOLT TYPES (AND DESIGNATIONS WHERE USED) SHALL BE AS FOLLOWS: 4.6/S - COMMERCIAL BOLTS TO AS 1111 SNUG TIGHTENED 8.8/S - HIGH STRENGTH STRUCTURAL BOLTS WITH BOLTS, NUTS AND HARDENED WASHERS TO AS. 12S2 SNUG TIGHTENED ONLY.

4. M16 HIGH STRENGTH (8.8/S) BOLTS SHALL BE USED IN ALL CONNECTIONSUNLESS NOTED OTHERWISE. NOTWITHSTANDING THIS, NO STEEL-TO -STEELCONNECTIONS SHALL BE MADE WITH LESS THAN 2x M16 (8.8/S) BOLTS UNLESSNOTED OTHERWISE. U-BLOTS (4.6/S) SHOULD BE USED FOR ANCILLARIESINSTALLATION UNLESS NOTED OTHERWISE.

5. BOLT HOLES IN STEEL-TO-STEEL AND STEEL-TO-CONCRETE CONNECTIONS SHALLBE BOLT DIAMETER +2mm AND +3mm RESPECTIVELY. FOR BASE PLATES ALLOWBOLT DIAMETER +6mm UNLESS NOTED OTHERWISE.

6. ALL NUTS, BOLTS AND WASHERS SHALL BE HOT-DIPPED GALVANISED UNLESSNOTED OTHERWISE.

7. WELD MATERIAL SHALL HAVE A NOMINAL TENSILE STRENGTH OF 490MPa AS PERAS 4100 AMENDMENT 1, 2012, TABLE 9.7.3.10(1).

8. ALL WELDS SHALL BE CATEGORY SP TO AS. 1554 PART 1 UNLESS NOTEDOTHERWISE.

9. STEEL FABRICATOR SHALL PROVIDE ALL BOLTS NECESSARY FOR THE ERECTIONOF THE STEELWORK AS WELL AS BOLTS, HOLES AND CLEATS NECESSARY FOR THEERECTION OF STEELWORK AS SHOWN, NOTED OR IMPLIED.

10. PROTECTIVE SURFACE TREATMENT TO STRUCTURAL STEELWORK SHALL BE ASFOLLOWS:

PROTECTIVE SURFACE TREATMENT NOTE:GENERAL MAST ASSEMBLY & GUY ANCHOR RODS:HOT-DIP GALVANISE "HDG600" (AS 2312)GUY FOOTING ANCHOR BEAMS:HOT-DIP GALVANISE "HDG600" (AS 2312)

25

225 MIN.LAP WITH CROSS-WIRES

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2SHEET 3

ISOMETRIC VIEWMAST LAYOUTSCALE: 1:1000

±1.5° MAX.DEVIATION

±1.5° MAX.

DEVIATION

T.N.

R35000R60000

FOR CONSTRUCTION

BAYWA R.E. PROJECTS AUSTRALIAART-19126-DRG-003DIAPUR WIND FARM100m (NOM.) - GL55 & GL36DIA01 TEMPORARY GUYED LATTICE MASTGENERAL LAYOUT & ISOMETRIC VIEW

01

39

A 17/03/20 ISSUED FOR APPROVAL HY LW HY HY00 23/03/20 ISSUED FOR CONSTRUCTION HY LW HY HY01 26/03/20 REMOVED ANTI-CLIMB AS PER SOW HY LW HY HY

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120°

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105°225°

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70 2970

℄ 335

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70 2880

℄ 524

℄( 5

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N22 BAR CHORD (GRADE 300)

N24 BAR CHORD (GRADE 500)

330 TYP.

360 TYP.

4SHEET 3

GLCP-0029GL55 MAST SECTION TYP.

3SHEET 3

GLCP-0025GL36 MAST SECTION TYP.

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BAYWA R.E. PROJECTS AUSTRALIAART-19126-DRG-004DIAPUR WIND FARM100m (NOM.) - GL55 & GL36DIA01 TEMPORARY GUYED LATTICE MASTGENERAL ELEVATION & ANCILLARY

01

49

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Ø8.25mm (7x2.75) G1320 GUY-WIRE 8

3.5kN PRETENSION

Ø8.25mm (7x2.75) G1320 GUY-WIRE 9

3.5kN PRETENSION

NOTE

:LE

VEL O

F GUY

ANC

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FOO

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S MAY

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TO R

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.0m A

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INNE

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±6.0m

AT

OUT

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ERIM

ETER

REL

ATIV

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BASE

OF M

AST (

RL.0.

0m

4SHEET 5

4SHEET 5

DRAWING No. REV.

REVREVISION

DRW CHKDATE


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PROJECT:


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DSN

FOR CONSTRUCTION

BAYWA R.E. PROJECTS AUSTRALIAART-19126-DRG-005DIAPUR WIND FARM100m (NOM.) - GL55 & GL36DIA01 TEMPORARY GUYED LATTICE MASTFOUNDATION ASSEMBLY

01

59

A 17/03/20 ISSUED FOR APPROVAL HY LW HY HYB 18/03/20 MAST BASE FOUNDATION DETAILS AND INFORMATION REVISED AS PER ENGINEERING HY LW HY HY00 23/03/20 ISSUED FOR CONSTRUCTION HY LW HY HY01 24/03/20 REVISED FOUNDATION ANGLE AND DIM B AS PER ENGINEERING HY LW HY HY

1SHEET 5

PLAN VIEWMAST BASE FOUNDATIONDETAIL (SIMILAR)SCALE: 1:20

FOO

TING

LENG

THRE

FER

TO TA

BLE 1

FOOTING WIDTHREFER TO TABLE 1

FOO

TING

DEP

THRE

FER

TO TA

BLE 1

EX. GL.EX. GL.

℄

2SHEET 5

SECTION VIEWMAST BASE FOUNDATIONDETAIL (SIMILAR)SCALE: N.T.S.

TOP ROD Ø36 x 80lg. (GRADE 300)BTM. ROD Ø22 (GRADE 300)250mm EMBEDMENT INTO FOOTING

100

FALL FALL

SL82 MESH 50mm COVER TOP & BTM.

TABLE 1 - MAST FOUNDATION SCHEDULEFOOTING

WIDTHFOOTINGLENGTH

FOOTINGDEPTH

CONCRETEVOL. m³ QTY.

1600 1600 600 1.54m³ 1

3SHEET 5

PLAN VIEWTEMPORARY FOUNDATIONDETAIL (SIMILAR)SCALE: N.T.S.

400

BEAM

LENG

THRE

FER

TO TA

BLE 2

FOO

TING

LENG

THRE

FER

TO TA

BLE 2

FOOTING WIDTHREFER TO TABLE 2

℄

℄

4SHEET 5

SECTION VIEWTEMPORARY FOUNDATIONDETAIL (SIMILAR)SCALE: N.T.S.

FOO

TING

DEP

THRE

FER

TO TA

BLE 2

300

DIM A DIM B

12 THK GUY WIRE ANCHOR CLEAT(GRADE 250)

PLUG END OF TUBE WITH 100mm MIN.OF MORTAR MIX OR EQUIVALENT

RADIUS SETOUT FROM MAST CENTRE

Ø42.4 x 4.9mm CHS SLEEVE (GRADE 250)FIXED TO ANCHOR RODS WITH 4mm CFWEACH SIDE OF ANCHOR ROD AND LOCKNUTS AT EACH END OF SLEEVE SNUG TIGHT

℄

CONC

RETE

DEP

THRE

FER

TO TA

BLE 2

COMPACTED BACKFILL REFER TOGENERAL NOTES ON SHEET 2 FORENGINEERING SPECIFICATIONS

ANGLE (DEG.°)REFER TO TABLE 2

N24 SAMPSON THREADED ROD OR EQUIVALENT

TABLE 2 - GUY WIRE FOUNDATION SCHEDULE

FOUNDATION TYPE ANCHORTYPE RADIUS FOOTING

WIDTHFOOTINGLENGTH

FOOTINGDEPTH

BEAMLENGTH

N24 RODLENGTH

ANGLE(DEG.°) DIM A DIM B

FIRST FOUNDATION 7 HOLE 35000 800 2400 2400 2000 3000 43° 2360 400

SECOND FOUNDATION 7 HOLE 60000 1000 2600 2400 2000 2000 54° 1700 500

ASHEET 5

ASHEET 5

DETAIL VIEWGUY WIRE FOUNDATIONSCALE: 1:20

2/ 8mm THK STIFFENER PLATES (GRADE250) 6mm CFW TO TOP & BTM FLANGESWITH FULL CONTACT AGAINST WEB

310UB40.4 (GRADE 300)

10mm THK BACKING PLATE (GRADE 250)WITH 70x30 SLOTTED HOLE FIXED WITH6mm CFW ALLROUND TO BEAM

2/ 10mm THK ROUNDED PLATESFIXED TO BACKING PLATE WITH6mm CFW ALLROUND

DRAWING No. REV.

REVREVISION

DRW CHKDATE


APV

CLIENT:

PROJECT:


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DSN

FOR CONSTRUCTION

BAYWA R.E. PROJECTS AUSTRALIAART-19126-DRG-006DIAPUR WIND FARM100m (NOM.) - GL55 & GL36DIA01 TEMPORARY GUYED LATTICE MASTBOOM ARM & ANCILLARY ASSEMBLY

01

69

A 17/03/20 ISSUED FOR APPROVAL HY LW PB HY00 23/03/20 ISSUED FOR CONSTRUCTION HY LW HY HY01 26/03/20 REMOVED ANTI-CLIMB AS PER SOW HY LW HY HY

T.N. (135°)

M.N. (10° E)

0 0

2650

975 Ø

48

3SHEET 6

BA-040SCALE: 1:100

1200

INST

RUM

ENT ℄

Ø34

2650

975 Ø

48

2SHEET 6

BA-069SCALE: 1:100

Ø34

1200

INST

RUM

ENT ℄

LOGGER BOX CRX1000xSECTION 1

1SHEET 6

BA-083SCALE: 1:100

2650

1104 Ø

48

4SHEET 6

BA-060SCALE: 1:100

Ø25

1377

INST

RUM

ENT ℄

T2 & H 2 - KPC8.S/6-ME GALLTEC MELAINSTRUMENT TAIL 3m TO LOGGER BOX

10000 ANTENNA RFI COL7195SECTION 4INSTRUMENT TAIL 12m TO LOGGER BOX

5000

SOLAR MODULE SW - M50W - 12VSECTION 2TRUE NORTH 258°INSTRUMENT TAIL 7m TO LOGGER BOX

9

2000

1650

12

2000INS.

2000INS.

2000INS.

2000INS.

2000INS.

2000INS.

S1 - THIES FIRST CLASS ADVANCED4.3352.10.000INSTRUMENT TAIL 10m TO JB1

101200

1

101200 S2 - RISO P2546D-INSTRUMENT TAIL 10m TO JB1

37000 D3 - THIES FIRST CLASS WIND VANE4.3151.10.212INSTRUMENT TAIL 7m TO JB42

39900S5 - THIES FIRST CLASS ADVANCED4.3352.10.000INSTRUMENT TAIL 7m TO JB4

39900

3 4

S6 - RISO P2546D-INSTRUMENT TAIL 7m TO JB4

77000

2

7990079900

3 4

97000 D1 - THIES FIRST CLASS WIND VANE4.3151.10.212INSTRUMENT TAIL 7m TO JB2

JB1SECTION 34 2

2000INS.

D2 - THIES FIRST CLASS WIND VANE4.3151.10.212INSTRUMENT TAIL 7m TO JB3

S3 - THIES FIRST CLASS ADVANCED4.3352.10.000INSTRUMENT TAIL 7m TO JB3

S4 - RISO P2546D-INSTRUMENT TAIL 7m TO JB3

T1 & H 1 - KPC8.S/6-ME GALLTEC MELAP1 - PRESSURE SENSOR AMMONIT AB60

94500

2550

1275

1500

INST

RUM

ENT ℄

2400

Ø32

Ø25

Ø48

Ø34

Ø48

A

S3S5

BS2D1S4D2S6D3

2300

MIN

.

4000

MIN

.

10

TABLE 1 - BOOM ARM & ANCILLARY LISTMARK PART No. REV. DESCRIPTION QTY.

1 BA-083 C TOP GOAL-POST - FC - ANO - C/W LIGHTNING ROD 1

2 BA-069 A GL55 - VANE - THIES FIRST CLASS POT 3

3 BA-040 B GL55 - ANO - THIES FCA2 2

4 BA-060 B GL55 - ANO - RISO P2546D 2

5 BA-006 01 SINGLE BOOM ARM BRACKET 6

6 BA-002 01 DOUBLE BOOM ARM BRACKET 4

7 N/A N/A PRESSURE SENSOR AMMONIT AB60 1

8 N/A N/A T & H - KPC8.S / 6-ME GALLTEC MELA 2

9 AMT-001 01 ANTENNA MOUNT T-BAR 1

10 AMT-02 01 SOLAR PANEL MOUNT T-BAR 1

11 N/A N/A JUNCTION BOX 4

12 N/A N/A LOGGER BOX - CR1000X 1

TABLE 2 - BOOM ORIENTATIONMAST PRIMARY (A) - T.N.° (MAG.°) SECONDARY (B) - T.N.° (MAG.°)

DIA01 135° (125°) 315° (305°)

ASHEET 6

FRONT ELEVATIONBOOM ARM & ANCILLARY LAYOUTMAST SHOWN FOR INDICATIVE PURPOSEREFER TO SHEET 4 FOR MAST DETAILSSCALE: N.T.S.

94500 JB2SECTION 33

11

JB3SECTION 27

77500

11

JB4SECTION 13

37500

11

96500

S1

11

DRAWING No. REV.

REVREVISION

DRW CHKDATE


APV

CLIENT:

PROJECT:


THIS

DOC

UMEN

T AN

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DSN

FOR CONSTRUCTION

BAYWA R.E. PROJECTS AUSTRALIAART-19126-DRG-007DIAPUR WIND FARM100m (NOM.) - GL55 & GL36DIA01 TEMPORARY GUYED LATTICE MASTEARTHING ASSEMBLY

00

79

00 23/03/20 ISSUED FOR CONSTRUCTION HY LW HY HY

BSHEET 7

1SHEET 7

ISOMETRIC VIEWMAST BASE EARTHINGDETAIL SIMILARSCALE: N.T.S.

EX GL EX GL

BSHEET 7

DETAIL VIEWPIPE HIDDEN FOR CLARITYSCALE: N.T.S.

2SHEET 7

FRONT VIEWMAST BASE EARTHINGDETAIL SIMILARSCALE: N.T.S.

ASHEET 7

ASHEET 7

DETAIL VIEWEARTHING CONNECTIONSCALE: N.T.S.

EX GL EX GL

3SHEET 7

FRONT VIEWGUY ANCHOR EARTHING DETAIL SIMILARSCALE: N.T.S.

500

STRA

P DE

PTH

100

40x3 GALV STRAP

Ø150 PVC PIPE500lg C/W LID

M10x50 BOLT C/W NUT

Ø13x1400 COPPERLINED EARTH ROD

APPLY ALMINOX PASTE TOTHE CONNECTION ANDWRAP WITH DENSO TAPE

16mm WIRE ROPE GRIP


500

CABL

E DEP

TH

600

CSHEET 7

DETAIL VIEWSCALE: N.T.S.

10mm WIRE ROPE GRIP

35mm² PVC COATEDEARTHING CABLE40x3 GALV STRAP

DSHEET 7

DETAIL VIEWPIPE HIDDEN FOR CLARITYSCALE: N.T.S.


APPLY ALMINOX PASTE TOTHE CONNECTION ANDWRAP WITH DENSO TAPE

16mm WIRE ROPE GRIP

DSHEET 7

CSHEET 7

35mm² PVC COATEDEARTHING CABLE

DRAWING No. REV.

REVREVISION

DRW CHKDATE


APV

CLIENT:

PROJECT:


THIS

DOC

UMEN

T AN

D AL

L INT

ELLE

CTUA

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PERT

Y RI

GHTS

IN IT

ARE

THE

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CON

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DSN

FOR CONSTRUCTION

BAYWA R.E. PROJECTS AUSTRALIAART-19126-DRG-008DIAPUR WIND FARM100m (NOM.) - GL55 & GL36DIA01 TEMPORARY GUYED LATTICE MASTFALL ARREST ASSEMBLY

00

89


1SHEET 8

SIDE ELEVATION VIEWMAST ELEVATION ROTATED 90°DETAIL SIMILARSCALE: N.T.S.

BSHEET 8

LAD-SAF CABLE GUIDEDETAIL SIMILARSCALE: N.T.S.

LAD-SAF CABLE GUIDEINSTALLED EVERY 10m MIN.

ASHEET 8

LAD-SAF CONNECTION BTM.DETAIL SIMILARSCALE: N.T.S.

ROPE

LAD-SAF BOLTED TOFIRST HORIZONTAL

CSHEET 8

LAD-SAF CONNECTION TOPDETAIL SIMILARSCALE: N.T.S.

LAD-SAF STAND OFF BRACKET

M10x70 BOLT C/W WASHER & NUT

Ø27 U-BOLT C/WWASHER & NUT

ASHEET 8

BSHEET 8

CSHEET 8

BSHEET 8

10000 MIN.TYP.

DRAWING No. REV.

REVREVISION

DRW CHKDATE


APV

CLIENT:

PROJECT:


THIS

DOC

UMEN

T AN

D AL

L INT

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CTUA

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IN IT

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DSN

FOR CONSTRUCTION

BAYWA R.E. PROJECTS AUSTRALIAART-19126-DRG-009DIAPUR WIND FARM100m (NOM.) - GL55 & GL36DIA01 TEMPORARY GUYED LATTICE MASTFENCE ASSEMBLY

00

99


EX GL

EX GL

600

MIN

.10

0

USE TIE-WIRE TO FIX STARPICKET TO CATTLE FENCE

2SHEET 9

FRONT VIEWMAST BASE FENCING (SIM.)DETAIL SIMILARSCALE: N.T.S.

1SHEET 9

ISOMETRIC VIEWMAST BASE FENCINGDETAIL SIMILARSCALE: N.T.S.

STAR PICKET

CATTLE FENCE PANEL

MAST BASE FOOTING

NOTE: ALL STAR PICKETS POSITIONED BEHIND FENCE PANELSNO SHARP EDGES ON THE OUTSIDE OF FENCE PANELS

6SHEET 9

FRONT VIEWOUTER GUY ANCHOR FENCINGDETAIL SIMILARSCALE: N.T.S.

5SHEET 9

ISOMETRIC VIEWOUTER GUY ANCHOR FENCING DETAIL SIMILARSCALE: N.T.S.

GUY WIRES

CATTLE FENCE

STAR PICKET

600

MIN

.

EX GL

4SHEET 9

FRONT VIEWINNER GUY ANCHOR FENCINGDETAIL SIMILARSCALE: N.T.S.

3SHEET 9

ISOMETRIC VIEWINNER GUY ANCHOR FENCING DETAIL SIMILARSCALE: N.T.S.

600

MIN

.


GUY WIRES

CATTLE FENCE

STAR PICKET

100mmOPENING FOR GUY WIRES


Legend

×Ö Dwelling

Site Envelope

Parcel

Development Footprint:Access Track

Cable Trench

Control BuildingControl Building FencedAreaTurbine Foundation

Hard Stand

Staging Area

Inner Guys 40m from thebaseOuter Guys 60m from thebaseOuter Anchor GuysPerimeter

×Ö

×Ö

×Ö

×Ö

×Ö

×Ö

×Ö×Ö ×Ö

×Ö

×Ö

DIAPUR-YANAC ROAD

SCHMIDTS ROAD

RESE

RVE

ROAD

NHILL-DIAPUR ROAD

LAWL

OIT-D

IAPUR

ROA

D

DIAPUR-MIRAM ROAD

D HI

CKS

ROAD

ROGERS ROAD

MIRAM EAST ROAD

HONEYMANS ROAD

Met Mast BaseE: 538838.174

N: 5977998.517

2437

m

2600 m

3020 m

3705 m

3834 m

Met Mast Location

0 10.5 Km

²

Date: 03/31/2020

1:20,000Scale at A3:

Diapur Wind Farm Safety Visibility Marking Detail

Documents

Diapur Wind Farm Bearing Boundary (m) · 1 of 9 art-19126-drg-001 02title sheet & drawing register 2 of 9 art-19126-drg-002 00general notes 3 0f 9 art-19126-drg-003 01general layout