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Negotiated Approved Plans - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)
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This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn 30mm TYP.
40mm
JOINT SEALANT
75mm 75mm
GARAGE FFL SECOND CONCRETE POUR
FIRST CONCRETE POUR N16 TRIMMER BAR
PROVIDE 25mm SAWCUT (D/4 MIN. DEPTH)
WITHIN 24 HRS.
2mm RECESS FILL WITH APPROVED FLEXIBBLE SEALANT. MESH
SL72 GALVANISED MESH 850mm
WIDE PLACED CENTRALLY IN 350mm 350mm
SLAB. CUT EVERY SECOND BAR VISQUEEN PLASTIC 150mm CBR15 ROADBASE UNDER
10mm ABLEFLEX, 12mmØ FOAM UNDER CONCRETE
BACKING ROD, CONTINUOUS BEAD R16 Gr316 SS DOWELS
16mm DOWEL MASTER SLEEVE TO PERIMETER OF 16mm x 400 LONG @ 300mm CTRS
ELECTROMETRIC SEALANT (EG. SIKA) ROUNDABOUT. ROUND SPEED SLEEVE TO ALL OTHER
150mm CBR15 ROADBASE UNDER
VISQUEEN PLASTIC DOWEL JOINTS
APPROVED EXPANSION JOINT FORMER.
UNDER CONCRETE SLEEVE IN ON SIDE OF POUR
IJ IJ SJ SJ
CJ CJ
TYPICAL ISOLATION JOINT DETAIL (IJ) CONTRACTION (SAW-CUT) JOINT - (SJ) CONSTRUCTION (DOWELED) JOINT - (CJ)
AT 5m CENTRES GENERALLY AT 20m CENTRES GENERALLY
50mm 175mm THICK 32MPa CONCRETE
N16 TRIMMER BAR TOPSOIL AND
TURF TO VERGES SL82 MESH, 50 TOP COVER
N12 TRIMMER TO ALL EDGES AND DJ's
MESH
600mm MAX
300mm
VISQUEEN PLASTIC 125mm THICK BASE
UNDER CONCRETE COURSE GRAVEL TYPE
600mm
2.5
200 THICK GEOCOMPOSITE LAYER
VISQUEEN PLASTIC
(COMBIGRID 30/30 OR
UNDER CONCRETE
SIMILAR UNDER SUBBASE)
EDGE THICKENING
CONCRETE PAVEMENT DESIGN
AT ALL EXTERNAL EDGES (U.N.O.)
p:\2576-18 taylor ct, cooroy\02 design\01 acad\c210 pavement jointing plan & details.dwg
· FINAL PAVEMENT TO BE DETERMINED BY THE ENGINEER FOLLOWING SOIL
TESTS BY GEOTECHNICAL ENGINEER .
· SLAB CONSTRUCTION AND JOINTING TO BE IN ACCORDANCE WITH THE 'GUIDE
TO RESIDENTIAL STREETS & PATHS' - CEMENT AND CONCRETE ASSOCIATION
OF AUSTRALIA.
· CONCRETE PAVEMENT HAS BEEN DESIGNED FOR RESIDENTIAL AND SERVICE
TRAFFIC LOADINGS ONLY. CONCRETE PAVEMENT HAS NOT BEEN DESIGNED
FOR CONSTRUCTION TRAFFIC LOADING.
NOOSA COUNCIL
APPROVED PLAN
MCU26/0040, OPW26/0066 & RAL26/0013
1 OCTOBER 2026
-
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED INDUSTRIAL DEVELOPMENT
A 27.02.26 FOR APPROVAL GS DTB
Barlow Shelley Pty Ltd
ABN 29 679 702 599
AT 18 TAYLOR COURT, COOROY 2576
DATUM AHD
B 08.05.26 RESPONSE TO RFI GS DTB
DESIGN DTB
................. 07 5443 8285 FOR RMD CAPITAL PTY LTD
PO Box 899
DRAWN GS
NOT TO SCALE Engineer: TIM BURKE Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER REV
[email protected]
DESIGN CHECK TB
(RPEQ 25245)
barlowshelley.com.au
PAVEMENT JOINTING DETAILS C211 B
DRAWING STATUS
DATE FEB 2026 This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
FOR APPROVAL
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