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Reference Documents - MCU25/0124
PROPOSED RESIDENTIAL DRIVEWAY at 52 KING STREET, COORAN for JO-ANNE MAREE CONTRACT No. C6595/25/01 TRAVESTON | ~~ COORAN Same see \ REFERENCE DOCUMENT work N MCU25/0124 NOOSA COUNCIL 3 DECEMBER 2025 PROPERTY DESCRIPTION 52 KING STREET, COORAN Lot 2 on RP35050 Site Area = 0.101 Hectares L.G.A. = Noosa Shire Council (N.S.C.) N.S.C. Reference: T.B.A. LOCALITY PLAN DRAFT Job : C6595 DRAWING SCHEDULE 13/11 liye} [DRG No. ] [DESCRIPTION | €6595/25/L01 LOCALITY PLAN AND SCHEDULE OF DRAWINGS €6595/25/RO1 ROADWORKS LAYOUT PLAN C6595/25/RO2 ROADWORKS DETAILS PLAN Rev | DATE DESCRIPTION By | cHKD PROJECT: DRAWING TITLE: > ose 4aas PROPOSED RESIDENTIAL DRIVEWAY LOCAILTY PLAN AND VVALSH WAL SH E_ [email protected] Woes . cS at 52 KING STREET, COORAN SCHEDULE OF DRAWINGS CONSULTIN W walsheng.net.au p a for JO-ANNE MAREE ENGINEER CONSULTING J A 15/72 Wises Road, Maroochydore Q 4558 Ree. 4665 ‘or JO PO Box 5512, Maroochydore BC Q 4558 ‘©thisplanis Copyright. Other than forthe purposes of and subject to the condition prescribed under the Copyright Act,no DRAWING No: REVISION: EN G | NEE RS AB.N. 39611482716 FOR Al PPROVAL part of it may in any form or by any means (electronic, mechanical, micro copying, photo-copying, recording or otherwise) be o C6595/ 25/ Lo1 : reproduced, stored ina retrieval system o transmitted without the prior witten permission of Walsh Cosutng Engineers. ll - Tor FILENAVE:: 055952501 dvg)- DATE: 1/925-5ipm ‘Al Sheet Size [Design: MSG [Drawn: MSG [Date:SEPT 2025 J} _intelletual property remains within Walsh Consulting Engineers. All enquiries should be directed to Walsh Consulting Engineers. COUNCIL REFERENCE: SHEET: of
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E/OH
N
E/OH
REINFORCED CONCRETE NOTES: TESTING:
GENERALLY, CONCRETE SHALL BE IN ACCORDANCE WITH AUSTRALIAN STANDARD ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY,
\\\ SPECIFICATIONS IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF AS 1012.
THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS
\\\\\
AS 36OO-1994 "SAA CONCRETE STRUCTURES CODE".
TRAVESTON
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OF THE MANUFACTURER'S QUALITY ASSURANCE PROGRAM :
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IN ADDITION TO THE ABOVE CODE THE FOLLOWING AUSTRALIAN STANDARD
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REFER /R02 FOR CONCRETE
COORAN
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\\\\\
SPECIFICATIONS AND CODES OR THEIR LATEST REVISION SHALL APPLY: • A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY
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DRIVEWAY AND STORMWATER
GIVEN DAY (EG. COLUMNS, FOOTINGS, ETC)
ROAD
E/O
\\\\\
CULVERT SETOUT DETAILS. AS 1O12 PTS 1-19 METHODS FOR THE TESTING OF CONCRETE (METRIC UNITS)
• A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH
\\\\\
H
\\\\\ \\\\\
AS 3583.1,2,3,8 METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS
\\\\
\ \\\\\
MATERIALS FOR USE WITH PORTLAND CEMENT GRADE CAST ON ANY GIVEN DAY.
E/OH
\ \\\\
\\
\\\
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AS 3582.1 SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE • A MINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 5OM³ OR PART
THEREOF CAST ON A GIVEN DAY FOR EACH STRENGTH GRADE.
\ \\\\
\\\\\ WITH PORTLAND CEMENT- FLY ASH
ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE.
TP
AS 1141 METHODS FOR SAMPLING AND TESTING AGGREGATES
\\\\\
\\
\\
\ 6.7m \\
IF WATER IS ADDED ON SITE, WITH THE ENGINEER'S PERMISSION, SAMPLES FOR TESTING
E/O
\\\\\
\\\\\
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AS 13O2 STEEL REINFORCING BARS FOR CONCRETE
H
\ \\\
\
AS 13O3 HARD DRAWN STEEL REINFORCING WIRE FOR CONCRETE SHALL BE TAKEN AFTER THE ADDITION OF WATER.
> > >
\\\\\
\\\\\
AS 13O4 HARD DRAWN STEEL WIRE REINFORCING FABRIC FOR
\\\
\
\\\
\\
E/OH
\ \\\\
\
\\\\\ CONCRETE
> > > AS 3972 PORTLAND AND BLENDED CEMENTS
\\\\\
W150
\
\\
\\
E/OH E/OH
> > > AS 1379 READY-MIXED CONCRETE (METRIC UNITS) CURING:
\\\\\
50
E/OH
> AS 2758 CONCRETE AGGREGATES
W1
W10 W150 ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS
0
W100 AS 1478, 1479 CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN
\\\
E/OH E/OH
\\
AFTER FINISHING. CURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO
W10 W150 CONCRETE CONCRETE PLACEMENT AND SHALL GENERALLY CONSIST OF ONE OR A COMBINATION OF THE
\\\\\
0
E/OH E/OH
AS 361O FORMWORK FOR CONCRETE
E/OH FOLLOWING METHODS :
E/OH 1.0m
\\
W150
SUPPLY:
\\\
W10
E/OH 0 • CONTINUOUS WATER PONDING.
50
H 3.0m
H
E/ O
W1
E/OH • •
E/O
ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. COMPLETE ENCASEMENT IN A WATERPROOF FILM (EG. POLYTHENE).
00
\\\\
E/OH W150
W1
W10
\
E/OH 0 • NO ON SITE BATCHING IS ACCEPTABLE. • APPLICATION OF AN APPROVED CURING COMPOUND.
\\
\\\
W1
• MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM
IN PLACE AND BE APPROVED BY THE ENGINEER PRIOR TO SUPPLY OF ANY CONCRETE.
\\\
\\
SAWCUT AND REMOVE
• ALL MATERIALS, STORAGE, BATCHING, ETC TO CONFORM TO THE REQUIREMENTS
\\
50
\\\
REDUNDANT CONCRETE
W1
OF THE RELEVANT AUSTRALIAN STANDARDS.
FOOTPATH.
H
00
•
E/O
ALL CONCRETE TO BE NORMAL-CLASS IN ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE.
W1
• ALL CONCRETE SHALL HAVE A SHRINKAGE STRAIN NOT EXCEEDING 600 MICROSTRAIN.
\\
\\\
• ALL CONCRETE IS SPECIFIED BY 28 DAY COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE.
• ALL REINFORCEMENT TO BE SUPPLIED BY A REGISTERED MANUFACTURER WITH AN APPROVED AND
50
\\
CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE. ALL REINFORCEMENT IS TO COMPLY WITH THE
W1
\\\
EXISTING LOT 1 REQUIREMENTS OF AS 1302, AS 1303 AND AS 1304 AS APPLICABLE.
H
00
CONCRETE DRIVEWAY. •
E/O
DRAFT
ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER SURFACE
W1
\\
COATINGS WHICH MAY IMPAIR BOND TO CONCRETE.
\\\
• ALL REINFORCEMENT TO BE 500 MPA MINIMUM YIELD UNLESS NOTED OTHERWISE.
1
50
FORMWORK:
\\
W1
\\\
RP35050 • ALL CONCRETE OTHER THAN CAST AGAINST GROUND, SHALL BE PLACED AGAINST TIMBER, PLYWOOD
00
W1
OR STEEL FORMS.
(1,011m²)
\\
•
\\\
ALL FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF AS 15O9 AND AS 151O.
2 • REFER ARCHITECT'S DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE. CLASS B
FORMWORK SHALL BE ADOPTED UNLESS NOTED OTHERWISE.
50
RP35050
\\
W1
\\\
• ALL TEMPORARY FORMWORK, FALSEWORK, PROPPING, BRACING, TO BE DESIGNED AND CERTIFIED
(1,012m²) BY A REGISTERED PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION.
00
REFERENCE DOCUMENT
W1
• ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE
\\
\\\
CHAIRS TO PROVIDE THE SPECIFIED COVER. ALL CONCRETE CAST AGAINST GROUND TO BE MCU25/0124
UNDERLAIN BY WATERPROOF MEMBRANE. NOOSA COUNCIL
3 DECEMBER 2025
50
\\
W1
TRANSPORT :
\\\
ALL CONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS.
00
W1
CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHING MAY BE REJECTED AT THE
\\
\\\
ENGINEER'S DISCRETION.
50
PLACEMENT, COMPACTION AND FINISHING :
\\
W1
\\\
• CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL 'CHUTING' NO MORE THAN 3M³, CONCRETE
00
LEGEND
W1
PUMPING OR KIBBLING. UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW
\\
\\\
HORIZONTALLY BY USE OF VIBRATORS.
• ALL CONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED,
PROPOSED CONCRETE DRIVEWAY
IN SUCH A MANNER AS TO AVOID 'COLD JOINTS'. CONSTRUCTION JOINTS SHALL BE LOCATED AS
50
E/OH
W1
DETAILED ON DRAWINGS OR AS INSTRUCTED IN WRITING BY THE ENGINEER. \\\\\ \\\\\
EXISTING BITUMEN ROAD EDGE
• ALL CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING 5OMM DIAMETER VIBRATORS.
> > >
00
EXISTING ROADSIDE TABLE DRAIN
W1
• SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE SURFACE,
DIRECTLY AFTER SCREEDING, PRIOR TO FLOATING, REGARDLESS OF WEATHER CONDITIONS. EXISTING STORMWATER NETWORK
• ADDITIONAL PROTECTIVE MEASURES SUCH AS CHILLED MIX WATER, SHADING PLACEMENT AREAS, E/OH EXISTING OVER-HEAD ELECTRICAL RETICULATION
WIND BREAKS, ETC MAY BE REQUIRED BY THE ENGINEER IF PLACING CONCRETE DURING W100 EXISTING DN100 WATERMAIN
UNUSUALLY HOT, DRY OR WINDY CONDITIONS. W150 EXISTING DN150 WATERMAIN
• ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE.
00
W1
• BROOM FINISHING, WHERE SPECIFIED, SHALL BE CARRIED OUT AFTER STEEL TROWEL FINISHING.
• ALL CONCRETE TO BE ORDERED AND PLACED AT 8OMM SLUMP UNLESS NOTED OTHERWISE. 0 4 8 12 16 20m
• NO WATER TO BE ADDED ON SITE UNLESS APPROVED BY THE ENGINEER.
SCALE 1:200 A1, 1:400 A3
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
PROPOSED RESIDENTIAL DRIVEWAY ROADWORKS LAYOUT PLAN
E [email protected] ................ ................ at 52 KING STREET, COORAN CONSULTING
CHECKED DIRECTOR APPROVAL
W walsheng.net.au
RPEQ - 4665 for JO-ANNE MAREE
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
A.B.N. 39 611 482 716 FOR APPROVAL C DRAWING No: C6595/25/R01 REVISION:
NOT FOR CONSTRUCTION
FILENAME : C6595-25-R01.dwg - DATE : 1/9/25 - 3:52pm A1 Sheet Size Design: MSG Drawn: MSG Date: SEPT 2025 COUNCIL REFERENCE: SHEET: 1 of 2
Page 3
N
REFERENCE DOCUMENT
125mm THICK
KING MCU25/0124
STRE CLASS N32 CONCRETE DRIVEWAY.
ET SL72 MESH, 50mm TOP COVER NOOSA COUNCIL
IN ACCORDANCE WITH IPWEA STD 3 DECEMBER 2025
DWGs RSD-100 AND RSD-101
1.0m MIN 3.0m 1.0m MIN
\ \\\\
\\\\\
\\\\\
\ \\\\
\ \\\\
\\\\\ 1 4.0m
\\\\\
N-SITE
\ \\\\
900x450 RCBC
T.B.C. O IN
\\\\\
2
2.8m M
\ \\\\
5.0m [email protected]% MIN
1.5m
\\\\\
A \ \\\\
200mm DIAMETER LOOSE
> > > 3 \\\\\
ROCK SPALLS OVER BIDIM
> > >-
\\\\\
\ \\\\ A14 GEOFABRIC TO EXTEND
> 3.0m
GUIDE POST TO BOTH
SIDES OF DRIVEWAY
\\\\\
\\
SECTION A TO TOE OF BATTER.
4
SCALE 1:50 -
1.0m
5 PRECAST
200mm DIAMETER LOOSE 1
> > > ROCK SPALLS OVER BIDIM CONCRETE
> > > A14 GEOFABRIC TO EXTEND HEADWALL SCOUR PROTECTION
125mm THICK
CLASS N32 CONCRETE DRIVEWAY. > > > TO TOE OF BATTER.
D Ø RCP
TO ALL HEADWALLS
MIN LENGTH = 4 x D m
SL72 MESH, 50mm TOP COVER 200mm DIAMETER LOOSE D = CULVERT HEIGHT
IN ACCORDANCE WITH IPWEA STD 900x450 RCBC ROCK SPALLS OVER BIDIM OR PIPE DIAMETER
DWGs RSD-100 AND RSD-101 5.0m [email protected]% MIN A14 GEOFABRIC TO EXTEND 1
E/OH 5
TO TOE OF BATTER.
W150 4D
E/OH
SAWCUT AND REMOVE SCOUR PROTECTION DETAIL
DRAFT
W150
E/OH REDUNDANT CONCRETE SCALE 1:50 (A1)
W10 W150 FOOTPATH.
0
E/OH
W150
W10
0
E/OH
W150 SETOUT CO-ORDINATES
W10
0
COORD No. EASTING NORTHING
E/OH W150
W10
0
1 481912.480 7087429.247
E/OH W150 2 481916.426 7087428.462
W10
0 3 481912.524 7087427.709
W150 4 481915.483 7087427.121
5 W10 E/OH
0 5 481909.612 7087418.377
1.0m W150 6 481912.476 7087417.483
W10 E/OH
0
3.0m 6
W10
LOT 1
0
W10
0
W10
LEGEND
0
PROPOSED CONCRETE DRIVEWAY
E/OH
EXISTING BITUMEN ROAD EDGE
LOT 2
\\\\\ \\\\\
E/OH
E/OH
E/OH
> > > EXISTING ROADSIDE TABLE DRAIN
EXISTING STORMWATER NETWORK
E/OH E/OH EXISTING OVER-HEAD ELECTRICAL RETICULATION
W100 EXISTING DN100 WATERMAIN
W150 EXISTING DN150 WATERMAIN
0 1.0 2.0 3.0 4.0 5.0m
SCALE 1:50 A1, 1:100 A3
REV DATE DESCRIPTION BY CHKD PROJECT: DRAWING TITLE:
P 07 5443 4443
PROPOSED RESIDENTIAL DRIVEWAY ROADWORKS DETAILS PLAN
E [email protected] ................ ................ at 52 KING STREET, COORAN CONSULTING
CHECKED DIRECTOR APPROVAL
W walsheng.net.au
RPEQ - 4665 for JO-ANNE MAREE
CONSULTING A 15/72 Wises Road, Maroochydore Q 4558
PO Box 5512, Maroochydore BC Q 4558
A.B.N. 39 611 482 716 FOR APPROVAL C DRAWING No: C6595/25/R02 REVISION:
NOT FOR CONSTRUCTION
FILENAME : C6595-25-R02.dwg - DATE : 1/9/25 - 3:52pm A1 Sheet Size Design: MSG Drawn: MSG Date: SEPT 2025 COUNCIL REFERENCE: SHEET: 2 of 2