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Approved Plans MCU22/0145.01 & OPW22/0212.01
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Original PDF page 16, section 1. The text section number identifies this passage in the reader.
NOTES:
1.0 GENERAL:
1.1 Existing surface levels are indicated thus: 15.00
1.2 Finished constructed levels are indicated thus: 15.000
1.3 All building floor levels to be confirmed and approved Saw Joint 25 deep withing
by the Architectural Designer prior to construction. 1 day of placing concrete and
Second Pour First Pour fill with 5mm x 6mm deep
1.4 Contractor to obtain all necessary permits. Slab mesh as flexible sealant
specified. Backer rod
1.5 Underground services are shown where known. Contractor 10mm x 10mm Recess filled
R20 x 600 long dowel Remove every
with flexible sealant.
is to determine the exact location and depth of all at 300mm crs. second wire
services prior to commencing any excavation.
Slab thickness Slab as
=
1.6 When applicable, all carparks are to be whitelined with 180 Slab
as specified detailed
thickening
100mm wide painted lines using approved linemarking
=
paint.
1.7 Carry out all concrete work in accordance with AS3600. Grease & cap
120
1.8 Verify all setting out dimensions prior to construction. this end only. 300 300
1.9 Do not obtain dimensions by scaling the structural elements. SWAN JOINT DETAILS (S.J)
1.10 IF DOUBT EXISTS, REFER TO ENGINEER.
DOWEL JOINT DETAIL (D.J.)
2.0 DESIGN LOADS:
2.1 Light Vehicle Loading - 3 Tonne axle load.
3.0 CONCRETE:
C.I Gate/Lid (Hot dripped galv. if steel)
3.1 Place the following concrete (adjust target strength to to engineer's approval.
r
ve
Brushed on sika primer 1 or
Co
provide F'c as defined in AS3600) :- Finished surface 300mm Lap equivalent 1-8 hrs prior to inserting
40
Open cell polyurethane
Typical. foam backing rod sikaflex pro sealant or equivalent.
Location F'c at 28 days as defined in AS3600
Driveway 25 MPa
Varies
Depth
Crossover 32 MPa
Construction Joint
Max. Aggregate Size: 20mm N12 at 300mm
Slump: 80mm
150
Cure all concrete surfaces as directed in the specification.
12
3.2 Sample and test concrete in accordance with AS3600. 150 300min. 150 R16 dowels x 400 long.
N12 longitudinals
LAP 500. Grease and cap one end.
3.3 Consolidate by vibration.
F'c = 25MPa
TRENCH GRATE CROSS SECTION BOND BEAM CONTROL JOINT
4.0 REINFORCEMENT: SCALE 1:20 AT A1
4.1 Fix reinforcement as shown on the drawings. The type and
grade is indicated by a symbol as shown below. On the
drawings this is followed by a numeral wich indicates the
diameter of the bar in millimetres.
Hot rolled deformed bar: N
Structural grade plain round bar: R
Hard drawn wire fabric: No.
4.2 All laps in reinforcing steel to be full tension laps unless N12 trimmer bars
noted otherwise. 50mm side cover.
500 TYP.
Typical.
4.3 Proifile bar supports or spacers to give the following
concrete cover to all reinforcement, unless noted
700
otherwise on the drawings.
700
Slabs: 40mm Top & Side.
700 N12 trimmer bars
5.0 GENERAL DRIVEWAY SLAB ON GROUND NOTES: PIT 50mm side cover. 700
Typical. PIT
5.1 Subgrade Preparation: Edge of slab
(a) Trim foundation material to required levels and
remove any soil containing organic material.
(b) Proof roll to reveal any soft spots. All soft spots
to be removed and replaced with a material 500 TYP. Edge of slab 300 TYP.
having a minimum CBR 15 and compacted
to 95% standard A.A.S.H.O.
5.2 Refer Architect for steps. EDGE TRIMMER DETAIL FOR SIDE DRAINAGE PIT. EDGE TRIMMER DETAIL FOR CORNER DRAINAGE PIT.
5.3 Pour slab on waterproof membrane to Architect's
details on 50mm of bedding sand.
5.4 Filling as required to bring the site to grade shall be
CBR 15 material compacted to 95% standard A.A.S.H.O.
in layers of 150mm maximum. The builder shall take
compaction tests to verify the degree of compaction
and provide the certificates to the Engineer.
5.5 Certification of the quality of the CBR 15 material shall
be provided to the Engineer for approval prior to
delivery to the site.
5.6 Construction joints shall be located at sawn or dowel
joints. If located at sawn joint substitute dowel joint
detail.
REAL PROPERTY BOUNDARIES ARE TO BE ESTABLISHED BY
A LICENCED SURVEYOR. THE CONTRACTOR SHALL CONFIRM
TO THE SUPERVISING ENGINEER THAT THIS HAS BEEN
COMPLETED TO SUCH A STANDARD THAT WILL PERMIT
WORKS TO BE SET OUT ACCURATELY. THE ENGINEER SHALL
BE GIVEN THE OPPORTUNITY TO CONFIRM SUCH SETOUT
BEFORE CONSTRUCTION COMMENCES.
-
APPROVED PLAN
MCU22/0145.01 & OPW22/0212.01
NOOSA COUNCIL
11 MARCH 2025
Issue Made By Date Description
PROPOSED RESIDENCE Scale : AS SHOWN NOTES:
A M.T. 06/09/24 For Operational Works Approval
REVISION
B M.T. 11/09/24 For Operational Works Approval
at No.3 HENDERSON STREET SUNSHINE BEACH Job No.: 24-0285 1. Do not scale drawings.
2. Scale is correct at A3.
C M.T. 18/09/24 For Operational Works Approval Client: JMML INVESTMENTS
Dwg No.: C01 3. Check and verify all dimensions
Designed By : B.J. WINNING BEngTech (Civil), MEngPrac (Civil), MIEAust Drawn By : MT Date : 30/08/24 prior to commencement of work.
Certified By : B.R. CROMAR BEng(Civil), MEIAust, CPEng, RPEQ, NER Date : 30/08/24 Ph: (07) 5444 5578 Email: [email protected] GENERAL NOTES
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