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Existing Council MCU RAL and OPW Approval
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Noosa Council documents
DATE PLOTTED: 5 June 2018 10:30 AM BY : MARK TABER
15x15 FLEXIBLE SEALANT.
J1 DANLEY 'RIP-A-STRIP' CAPPING OR
LONG. WIRE
LONG. WIRE
J9 TRANSVERSE CONTRACTION JOINTS PROVIDE ADDITIONAL BAR CHAIRS TO 50 50
REMOVEABLE BLOCK TYPE CAPPING
℄ JOINT
10mm x 150 SQUARE HOT DIP GALVANISED SLAB MESH TO PREVENT MOVEMENT STRIP WITH APPROVED SEALANT.
F1 80 + 20 225+ 25 LONGITUDINAL WIRE PARALLEL TO JOINT "DANLEY" DIAMOND DOWELS AT 450 CRS. OF DOWELS CAUSED BY TRAMPLING LONGITUDINAL MESH WIRES
- 50 50 INSTALLED IN ACCORDANCE WITH MANUF. SPEC. MUST BE PARALLEL TO JOINT
MESH MESH AS SPECIFIED. MESH AS SPECIFIED.
D/4
BASE DEPTH
=
=
=
200
CENTRE DOWEL JOINT
D
PROVIDE ADDITIONAL BAR CHAIRS TO
=
=
=
D/2 + 25 SLAB MESH TO PREVENT MOVEMENT
AS NOMINATED
AS NOMINATED
OF DOWELS CAUSED BY TRAMPLING
THICKNESS
THICKNESS
1 'DANLEY' 20mm x 400 LONG
6 SQUARE DOWELS AT 450 CRS.
NON-COMPRESSIBLE "DANLEY" DDJ PROVIDE 200 LONG 'DANLEY' DMKJ
DIAMOND DOWEL SLEEVES AT 450 CRS. SLAB BASE AS SPECIFIED DOWELMASTER RECTANGULAR 'DANLEY' 200 KEY JOINT
DEBOND THIS END OF DOWEL R24 DOWELS HDG 450mm CENTRALLY LOCATED. SLEEVES TO DOWELS. FIX FREE SLAB BASE AS SPECIFIED
MIN. 275mm OR PROVIDE LONG AT 300mm CRS END WITH STAKE & WEDGE.
DOWEL SLEEVE AND CAP DIAMETER AS NOMINATED
TRANSVERSE CONTRACTION / FOR PAVEMENT TYPICAL DIAMOND DOWEL JOINT DETAIL (DDJ) ALL 'DANLEY' PROPRIETARY ITEMS TO BE INSTALLED
SAWN / DOWELLED SCALE A1 - NTS IN STRICT ACCORDANCE WITH MANUFACTURERS
A3 - SPECIFICATIONS.
J9 (SAWN) DANLEY CODE: KJ200x3M4STK or KJ200x6M8STK
SCALE A1 - 1 : 5
A3 - 1 : 10
OR
(FOR SINGLE POUR CONSTRUCTION)
TYPICAL DANLEY 'DOWELMASTER' & KEY JOINT DETAIL (DMKJ)
SCALE A1 - NTS
A3 -
J16 TRANSVERSE EXPANSION JOINTS
225+ 25 80 + 20 F1 CAST FIRST 15x15 FLEXIBLE SEALANT
-
MESH
SILICONE SEALANT
BASE DEPTH
DEBONDING STRIP
D
D/2 + 25
JOINT FILLER
R24 HDG DOWELS HDG 450mm LONG
AT 300mm CRS. PROVIDE DOWEL
SLEEVE (WITH 20mm END EXPANSION
ALLOWANCE)
DIAMETER AS NOMINATED FOR
EXPANSION / DOWELLED PAVEMENT
J16 DETAIL F1
SCALE A1 - 1 : 5 SCALE A1 - 1 : 2 -
A3 - 1 : 10 A3 - 1 : 4
KERB PROFILE
AS SPECIFIED
75 AB
L
TES
R E
C
C ON
CAD File: P:\250660 HR Design Taylor Ct Cooroy\Design\ACAD\250660-CI-007 PAVEMENT JOINTING DETAILS.dwg
250
120 75
N12-500 CRS
-
ALTERNATIVE KERB NOOSA COUNCIL
DETAIL - APPROVED PLAN
SCALE A1 - 1 : 10 - MCU18/0120 RAL18/0013 OPW18/0197
A3 - 1 : 20 21 NOV 2018
Drawn Date Client
M.T. 6/06/2018 HR DESIGN
© Cardno Limited All Rights Reserved. Checked Date Project Status
TALYOR COURT COOROY
A.R. 6/06/2018
FOR APPROVAL
XREF's: X-HR Design Logo
This document is produced by Cardno Limited solely for the
Designed Date PROPOSED VEHICLE ACCESS
benefit of and use by the client in accordance with the NOT TO BE USED FOR CONSTRUCTION PURPOSES
NORTH
M.T. 6/06/2018
terms of the retainer. Cardno Limited does not and shall not ENGINEERING WORKS Datum Scale Size
Verified Date
assume any responsibility or liability whatsoever to any third Cardno (Qld) Pty Ltd | ABN 57 051 074 992
Level 1, 9 Maud Street
D.H. 6/06/2018 Title AHD AS SHOWN A1
party arising out of any use or reliance by third party on the Approved
Maroochydore, QLD 4558 Drawing Number Revision
content of this document.
1 6/06/2018 FOR APPROVAL M.T. A.R. Tel: 07 5443 2555 Fax: 07 5443 5642
Rev. Date Description Des. Verif. Appd. Web: www.cardno.com.au PAVEMENT JOINTING DETAILS 250660-CI-007 1
Document Set ID: 20742236
Version: 1, Version Date: 28/11/2018 Print Date: 28 November 2018, 4:15 PM
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