Approved Plans OPW16/0235

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0235 23 JAN 2017


[OCR of page images]
 

PROPOSED

O EENIE GREEK ROAD, NOOSAVILLE

GENERAL NOTES

1

THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE ARCHITECTS AND
OTHER CONSULTANTS DRAWINGS AND THE SPECIFICATION. ANY DISCREPANCY
TO BE REFERRED TO THE ENGINEER IN WRITING.

ALL DIMENSIONS ARE TO BE CHECKED ON SITE AND VERIFIED BY THE
CONTRACTOR BEFORE WORK COMMENCES.

DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE STRUCTURAL DRAWINGS

EXISTING SERVICES & FEATURES

1

THE CONTRACTOR SHALL ALLOW FOR THE CAPPING OFF, EXCAVATION, AND
REMOVAL IF REQUIRED OF ALL EXISTING REDUNDANT SERVICES IN THE AREAS
AFFECTED BY WORKS WITHIN THE CONTRACT AREA AS SHOWN ON THE
DRAWINGS UNLESS DIRECTED OTHERWISE BY THE SUPERINTENDENT/ENGINEER
THE CONTRACTOR SHALL ENSURE THAT AT ALL TIMES SERVICES TO ALL
BUILDINGS NOT AFFECTED BY THE WORKS ARE NOT DISRUPTED.

PRIOR TO THE COMMENCING OF ANY WORKS THE CONTRACTOR SHALL GAIN
APPROVAL OF HIS PROGRAM FOR THE RELOCATION / CONSTRUCTION OF
TEMPORARY SERVICES

EXISTING BUILDINGS, EXTERNAL STRUCTURES AND TREES SHOWN ON THESE
DRAWINGS ARE FEATURES EXISTING PRIOR TO ANY DEMOLITION WORKS.
INTERRUPTION TO SUPPLY OF EXISTING SERVICES SHALL BE DONE SO AS NOT TO
CAUSE ANY INCONVENIENCE TO THE PRINCIPLE. THE CONTRACTOR SHALL GAIN
APPROVAL FROM THE SUPERINTENDENT FOR ANY INTERRUPTIONS TO SERVICES.

EARTHWORKS

1

2.

ALL VEGETATION AND SOILS CONTAINING ORGANIC AND DELETERIOUS MATERIAL
SHALL BE STRIPPED FROM THE CONSTRUCTION AREA AND REMOVED FROM SITE.
EXPOSED CONSTRUCTION AREAS SHALL BE PROOF ROLLED USING A VEHICLE
WITH TARE OF AT LEAST 5 TONNES IN THE PRESENCE OF THE SUPERINTENDENT
AND A REPRESENTATIVE JTC CONSULTING ENGINEERS. AREAS DEMONSTRATING
EXCESSIVE MOVEMENT SHALL BE TREATED IF POSSIBLE, OR REMOVED TO
COMPETENT MATERIAL AND REPLACED WITH COMPACTED SELECT FILL.
ALL SOFT, WET OR UNSTABLE MATERIAL IS TO BE REMOVED AS DIRECTED BY THE
SUPERINTENDENT/ENGINEER AND REPLACED WITH APPROVED MATERIAL
SATISFYING THE REQUIREMENTS LISTED BELOW.
ALL IMPORTED FILL MATERIAL SHALL BE FROM A SOURCE APPROVED BY THE
SUPERINTENDENT AND SHALL COMPLY WITH THE FOLLOWING:

A. FREE FROM ORGANIC AND PERISHABLE MATTER

B. MAXIMUM PARTICLE SIZE 100mm

C. PLASTICITY INDEX BETWEEN 2% - 15%
D. — MINIMUM CBR 10%

E. — LIQUID LIMIT NOT EXCEEDING 40%

ALL ENGINEERED FILL MATERIAL SHALL BE PLACED IN MAXIMUM 200mm THICK
LAYERS AND COMPACTED AT OPTIMUM MOISTURE CONTENT (+ OR - 2%) TO
ACHIEVE THE FOLLOWING MINIMUM COMPACTION VALUES.

CONCRETE

1.

2.

ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE CURRENT EDITIONS
OF AS 3600 AND AS1379, EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS.
CONCRETE QUALITY:

TYPE OF ASSESSMENT: PLANT/PROJECT

REFER TO CONTRACTOR FOR METHOD OF PLACEMENT.

ELEMENT CONCRETE GRADE SLUMP MAX. AGG. SIZE
FOOTINGS N32 50-100 20mm
SLAB N32 50-100 20mm
SUSPENDED SLAB N32 50 - 100 20mm
WALLS N32 50-100 20mm
ALL CONCRETE SHALL BE ADEQUATELY TRANSPORTED, PLACED, AND
COMPACTED.

CONSTRUCTION JOINTS SHALL BE MADE ONLY WHERE SHOWN ON THE DRAWINGS
OR WHERE APPROVED BY THE SUPERINTENDENT.

BEAM DEPTHS ARE DESIGNATED FIRST AND INCLUDE SLAB THICKNESS IF ANY.
SPRAY THE PLASTIC CONCRETE SURFACE WITH AN APPROVED ALIPHATIC
ALCOHOL IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS
DURING PLACEMENT OF CONCRETE.

ALL CONCRETE SURFACES SHALL BE CURED BY AN APPROVED METHOD FOR
SEVEN DAYS IMMEDIATELY AFTER CONCRETE IS HARD.

ALL REINFORCEMENT SHALL COMPLY WITH THE CURRENT EDITIONS OF AS1302,
AS1304 AND SHALL BE DESIGNATED THUS:

N - HOT ROLLED DEFORMED BARS- —- GRADE 500N
R - PLAIN ROUND BARS - GRADE 250R
F - WELDED WIRE FABRIC - GRADE 450F
Ww - STEEL WIRE, PLAIN & DEFORMED- GRADE 450W

ALL FABRIC SHALL BE SUPPLIED IN FLAT SHEETS.

ALL CONCRETE COVER TO REINFORCEMENT |S SHOWN TO THE PRINCIPLE
REINFORCEMENT ONLY AND SHALL BE AS FOLLOWS UNLESS OTHERWISE SHOWN
ON THE DRAWINGS.

ELEMENT TYPE OF FORMWORK
FORMED & SHELTERED FORMED & EXPOSED NO FORMWORK
FOOTINGS - - 50
BEAMS 45 45 -
SLABS 20 45 -
WALLS 20 45 -

WELDING OF THE REINFORCEMENT SHALL NOT BE PERMITTED UNLESS SHOWN ON
THE DRAWINGS.

NO HOLES OR CHASES OTHER THAN THOSE SHOWN ON THE STRUCTURAL
DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT PRIOR APPROVAL
OF THE ENGINEER. THE CONCRETE COVER TO EMBEDDED PIPES OR CONDUITS
SHALL BE A MINIMUM OF 20mm.

ALL FORM WORK AND PROPPING TO SUSPENDED SLABS AND BEAMS SHALL
REMAIN IN POSITION FOR 14 DAYS AFTER PLACING CONCRETE UNLESS SPECIFIED
OTHERWISE. SUCH FLOORS SHALL REMAIN UNLOADED FOR 28 DAYS.
CONTRACTOR TO PROVIDE MORTAR UNDER STEEL COLUMNS AND BASE PLATES
AS SPECIFIED.

 

 

 

 

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COHESIVE COHESIONLESS
LOCATION STD COMPACTION DENSITY INDEX
BUILDING AREAS 98% 75%-
siemens = ™ NOOSA COUNCIL
-TOP 400mm BELOW , ,
swowor eve. to APPROVED PLAN LOCALITY PLAN
~ BELOW TOP 400mm 95% 75% eee
LANDSCAPED AREAS 80% 65% OPW16/0235 23 JAN 2017 SCALE 1:1000
03 SW T: (07) 5443 6585 g UEC PIL PROPOSED INDUSTRIAL BUILDING FIGURED DIMENSIONS TO TAKE PRECEDENCE APPROVED 216130
=u c. = OVER SCALED MEASUREMENTS. VERIFY ALL ON -
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as jtcengineers.com.au =S8 NOOSAVILLE, QLD DOCUMENTATION PRIOR TO THE COMMENCEMENT Ree {ose DATE: 17/10/2016
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