diapur wind farm bearing boundary (m) · 1 of 9 art-19126-drg-001 02title sheet & drawing...
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![Page 1: 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](https://reader033.vdocuments.us/reader033/viewer/2022050402/5f7fe9f9fe51be294018bbc1/html5/thumbnails/1.jpg)
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
190
210
200
170
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1\TP223277
1\TP402499
280\PP3554
283\PP3554
282A\PP3554
1\TP223277
282\PP3554
284\PP3554
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
![Page 2: 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](https://reader033.vdocuments.us/reader033/viewer/2022050402/5f7fe9f9fe51be294018bbc1/html5/thumbnails/2.jpg)
DRAWING No. REV.
REVREVISION
DRW CHKDATE
A3ART GROUP119-125 QUARRY ROAD, MURWILLUMBAH, NSW 2484PH. 02 6672 6200 E-MAIL: [email protected]
APV
CLIENT:
PROJECT:
TITLE: SHEETOFDESCRIPTION
THIS
DOC
UMEN
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D AL
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IN IT
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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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DRAWING No. REV.
REVREVISION
DRW CHKDATE
A3ART GROUP119-125 QUARRY ROAD, MURWILLUMBAH, NSW 2484PH. 02 6672 6200 E-MAIL: [email protected]
APV
CLIENT:
PROJECT:
TITLE: SHEETOFDESCRIPTION
THIS
DOC
UMEN
T AN
D AL
L INT
ELLE
CTUA
L PRO
PERT
Y RI
GHTS
IN IT
ARE
THE
PRO
PERT
Y OF
ART
GRO
UP. IT
CON
TAIN
S IN
FORM
ATIO
N TH
AT IS
CON
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L TO
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ANY
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THI
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DO NOT SCALE DRAWING. ALL DIMENSIONS IN mm U.N.O.USE WRITTEN DIMENSIONS ONLY. TEMPLATE REVISION 02
DSN
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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DRAWING No. REV.
REVREVISION
DRW CHKDATE
A3ART GROUP119-125 QUARRY ROAD, MURWILLUMBAH, NSW 2484PH. 02 6672 6200 E-MAIL: [email protected]
APV
CLIENT:
PROJECT:
TITLE: SHEETOFDESCRIPTION
THIS
DOC
UMEN
T AN
D AL
L INT
ELLE
CTUA
L PRO
PERT
Y RI
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IN IT
ARE
THE
PRO
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DO NOT SCALE DRAWING. ALL DIMENSIONS IN mm U.N.O.USE WRITTEN DIMENSIONS ONLY. TEMPLATE REVISION 02
DSN
1SHEET 3
PLAN VIEWMAST LAYOUTSCALE: 1:1000
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
±1.5°
MAX
.DE
VIAT
ION
±1.5°
MAX
.DE
VIAT
ION
±1.5° MAX.
DEVIATION
±1.5° MAX.
DEVIATION
120°
120°
120°
105°225°
345°
70 2970
℄ 335
℄( 3
57 )
70 2880
℄ 524
℄( 5
50 )
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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DRAWING No. REV.
REVREVISION
DRW CHKDATE
A3ART GROUP119-125 QUARRY ROAD, MURWILLUMBAH, NSW 2484PH. 02 6672 6200 E-MAIL: [email protected]
APV
CLIENT:
PROJECT:
TITLE: SHEETOFDESCRIPTION
THIS
DOC
UMEN
T AN
D AL
L INT
ELLE
CTUA
L PRO
PERT
Y RI
GHTS
IN IT
ARE
THE
PRO
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FORM
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DO NOT SCALE DRAWING. ALL DIMENSIONS IN mm U.N.O.USE WRITTEN DIMENSIONS ONLY. TEMPLATE REVISION 02
DSN
1SHEET 4
SIDE ELEVATION VIEW1 GUY WIRE SET ROTATED 90°ANCILLARY FOR INDICATIVE PURPOSEREFER TO SHEET 6 FOR ANCILLARY DETAILS
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FOR CONSTRUCTION
BAYWA R.E. PROJECTS AUSTRALIAART-19126-DRG-004DIAPUR WIND FARM100m (NOM.) - GL55 & GL36DIA01 TEMPORARY GUYED LATTICE MASTGENERAL ELEVATION & ANCILLARY
01
49
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 AND REVISED TURNBUCKLE SIZE TO 16mm HY LW HY HY
TABL
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ANCI
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TM
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TYPE
MOD
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4
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2546
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0.54
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3.5 k
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Ø8.25m
m (7x2.7
5) G132
0 GUY-W
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3.5kN
PRETENSIO
N
Ø8.25mm (7x2.75) G1320 GUY-WIRE 4
3.5kN PRETENSION
Ø8.25mm (7x2.75) G1320 GUY-WIRE 5
3.5kN PRETENSION
Ø8.25mm (7x2.75) G1320 GUY-WIRE 6
3.5kN PRETENSIO
N
Ø8.25mm (7x2.75) G1320 GUY-WIRE 7
3.5kN PRETENSION
Ø8.25mm (7x2.75) G1320 GUY-WIRE 8
3.5kN PRETENSION
Ø8.25mm (7x2.75) G1320 GUY-WIRE 9
3.5kN PRETENSION
NOTE
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![Page 6: 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](https://reader033.vdocuments.us/reader033/viewer/2022050402/5f7fe9f9fe51be294018bbc1/html5/thumbnails/6.jpg)
DRAWING No. REV.
REVREVISION
DRW CHKDATE
A3ART GROUP119-125 QUARRY ROAD, MURWILLUMBAH, NSW 2484PH. 02 6672 6200 E-MAIL: [email protected]
APV
CLIENT:
PROJECT:
TITLE: SHEETOFDESCRIPTION
THIS
DOC
UMEN
T AN
D AL
L INT
ELLE
CTUA
L PRO
PERT
Y RI
GHTS
IN IT
ARE
THE
PRO
PERT
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CON
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R W
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ROM
ART
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2020
ART
GRO
UP P
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D AN
D IT
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ENSO
RS. A
LL R
IGHT
S RE
SERV
ED.
DO NOT SCALE DRAWING. ALL DIMENSIONS IN mm U.N.O.USE WRITTEN DIMENSIONS ONLY. TEMPLATE REVISION 02
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
![Page 7: 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](https://reader033.vdocuments.us/reader033/viewer/2022050402/5f7fe9f9fe51be294018bbc1/html5/thumbnails/7.jpg)
DRAWING No. REV.
REVREVISION
DRW CHKDATE
A3ART GROUP119-125 QUARRY ROAD, MURWILLUMBAH, NSW 2484PH. 02 6672 6200 E-MAIL: [email protected]
APV
CLIENT:
PROJECT:
TITLE: SHEETOFDESCRIPTION
THIS
DOC
UMEN
T AN
D AL
L INT
ELLE
CTUA
L PRO
PERT
Y RI
GHTS
IN IT
ARE
THE
PRO
PERT
Y OF
ART
GRO
UP. IT
CON
TAIN
S IN
FORM
ATIO
N TH
AT IS
CON
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NTIA
L TO
COMP
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THI
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R W
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ROM
ART
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ART
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UP P
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D AN
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RS. A
LL R
IGHT
S RE
SERV
ED.
DO NOT SCALE DRAWING. ALL DIMENSIONS IN mm U.N.O.USE WRITTEN DIMENSIONS ONLY. TEMPLATE REVISION 02
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
![Page 8: 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](https://reader033.vdocuments.us/reader033/viewer/2022050402/5f7fe9f9fe51be294018bbc1/html5/thumbnails/8.jpg)
DRAWING No. REV.
REVREVISION
DRW CHKDATE
A3ART GROUP119-125 QUARRY ROAD, MURWILLUMBAH, NSW 2484PH. 02 6672 6200 E-MAIL: [email protected]
APV
CLIENT:
PROJECT:
TITLE: SHEETOFDESCRIPTION
THIS
DOC
UMEN
T AN
D AL
L INT
ELLE
CTUA
L PRO
PERT
Y RI
GHTS
IN IT
ARE
THE
PRO
PERT
Y OF
ART
GRO
UP. IT
CON
TAIN
S IN
FORM
ATIO
N TH
AT IS
CON
FIDE
NTIA
L TO
COMP
ANIE
S W
ITHI
N TH
E AR
T GR
OUP.
ANY
REQU
EST
TO C
OPY
OR C
IRCU
LATE
THI
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NT R
EQUI
RES
PRIO
R W
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EN A
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ROM
ART
GROU
P. ©
2020
ART
GRO
UP P
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D AN
D IT
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ENSO
RS. A
LL R
IGHT
S RE
SERV
ED.
DO NOT SCALE DRAWING. ALL DIMENSIONS IN mm U.N.O.USE WRITTEN DIMENSIONS ONLY. TEMPLATE REVISION 02
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
Ø13x1400 COPPERLINED EARTH ROD
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.
Ø13x1400 COPPERLINED EARTH ROD
APPLY ALMINOX PASTE TOTHE CONNECTION ANDWRAP WITH DENSO TAPE
16mm WIRE ROPE GRIP
DSHEET 7
CSHEET 7
35mm² PVC COATEDEARTHING CABLE
![Page 9: 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](https://reader033.vdocuments.us/reader033/viewer/2022050402/5f7fe9f9fe51be294018bbc1/html5/thumbnails/9.jpg)
DRAWING No. REV.
REVREVISION
DRW CHKDATE
A3ART GROUP119-125 QUARRY ROAD, MURWILLUMBAH, NSW 2484PH. 02 6672 6200 E-MAIL: [email protected]
APV
CLIENT:
PROJECT:
TITLE: SHEETOFDESCRIPTION
THIS
DOC
UMEN
T AN
D AL
L INT
ELLE
CTUA
L PRO
PERT
Y RI
GHTS
IN IT
ARE
THE
PRO
PERT
Y OF
ART
GRO
UP. IT
CON
TAIN
S IN
FORM
ATIO
N TH
AT IS
CON
FIDE
NTIA
L TO
COMP
ANIE
S W
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N TH
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OUP.
ANY
REQU
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TO C
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OR C
IRCU
LATE
THI
S DO
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NT R
EQUI
RES
PRIO
R W
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EN A
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ROM
ART
GROU
P. ©
2020
ART
GRO
UP P
TY LT
D AN
D IT
S LIC
ENSO
RS. A
LL R
IGHT
S RE
SERV
ED.
DO NOT SCALE DRAWING. ALL DIMENSIONS IN mm U.N.O.USE WRITTEN DIMENSIONS ONLY. TEMPLATE REVISION 02
DSN
FOR CONSTRUCTION
BAYWA R.E. PROJECTS AUSTRALIAART-19126-DRG-008DIAPUR WIND FARM100m (NOM.) - GL55 & GL36DIA01 TEMPORARY GUYED LATTICE MASTFALL ARREST ASSEMBLY
00
89
00 23/03/20 ISSUED FOR CONSTRUCTION HY LW HY HY
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.
![Page 10: 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](https://reader033.vdocuments.us/reader033/viewer/2022050402/5f7fe9f9fe51be294018bbc1/html5/thumbnails/10.jpg)
DRAWING No. REV.
REVREVISION
DRW CHKDATE
A3ART GROUP119-125 QUARRY ROAD, MURWILLUMBAH, NSW 2484PH. 02 6672 6200 E-MAIL: [email protected]
APV
CLIENT:
PROJECT:
TITLE: SHEETOFDESCRIPTION
THIS
DOC
UMEN
T AN
D AL
L INT
ELLE
CTUA
L PRO
PERT
Y RI
GHTS
IN IT
ARE
THE
PRO
PERT
Y OF
ART
GRO
UP. IT
CON
TAIN
S IN
FORM
ATIO
N TH
AT IS
CON
FIDE
NTIA
L TO
COMP
ANIE
S W
ITHI
N TH
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T GR
OUP.
ANY
REQU
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TO C
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OR C
IRCU
LATE
THI
S DO
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NT R
EQUI
RES
PRIO
R W
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EN A
PPRO
VAL F
ROM
ART
GROU
P. ©
2020
ART
GRO
UP P
TY LT
D AN
D IT
S LIC
ENSO
RS. A
LL R
IGHT
S RE
SERV
ED.
DO NOT SCALE DRAWING. ALL DIMENSIONS IN mm U.N.O.USE WRITTEN DIMENSIONS ONLY. TEMPLATE REVISION 02
DSN
FOR CONSTRUCTION
BAYWA R.E. PROJECTS AUSTRALIAART-19126-DRG-009DIAPUR WIND FARM100m (NOM.) - GL55 & GL36DIA01 TEMPORARY GUYED LATTICE MASTFENCE ASSEMBLY
00
99
00 23/03/20 ISSUED FOR CONSTRUCTION HY LW HY HY
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
.
USE TIE-WIRE TO FIX STARPICKET TO CATTLE FENCE
GUY WIRES
CATTLE FENCE
STAR PICKET
100mmOPENING FOR GUY WIRES
USE TIE-WIRE TO FIX STARPICKET TO CATTLE FENCE
![Page 11: 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](https://reader033.vdocuments.us/reader033/viewer/2022050402/5f7fe9f9fe51be294018bbc1/html5/thumbnails/11.jpg)
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