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Compiled Approved plans MCU22 0087 01 & OPW22 0140 01
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Original PDF page 15, section 1. The text section number identifies this passage in the reader.
NOOSA COUNCIL
APPROVED PLAN
MCU22/0087.01 &
OPW22/0140.01
17 NOVEMBER 2025
NEW B1 KERB PROFILE AS PER
SETOUT POINT
PROVIDE NOMINAL 500mm IPWEA STD DWG RS-080.
OF LEVELLED VERGE
BEHIND KERB THEN GRADE
TO MATCH EXISTING SAW CUT 300mm INTO
ASPHALT WEARING SAWCUT LINE EXISTING WIDE AND MAKE
COURSE. SMOOTH JOIN KERB AND CHANNEL TIE IN NOTES:
300 1. REFER TO CONCRETE AS. 2876-2000 CONCRETE KERBS AND CHANNELS FOR
EXISTING SEAL SPECIFIC REQUIREMENTS.
2. 100mm MINIMUM COMPACTED DEPTH OF CLASS 3, 20mm F.C.R. BEDDING TO
97% MMDD OR EXTENSION OF ROAD PAVEMENT LAYERS, WHICH EVER IS
GREATER UNLESS OTHERWISE DIRECTED.
EXISTING
MIN
255
250
3. WEARING COURSE ASPHALT TO BE MINIMUM 30mm COMPACTED DEPTH OF
PAVEMENT TYPE N, 10mm NOMINAL SIZE (U.N.O.)
4. CONSTRUCTION JOINTS LOCATED - 2500mm MAXIMUM SPACING
TERMINATE REINFORCING FABRIC 75mm MINIMUM DEPTH
RECUT A 6mm WIDE x 20mm DEEP JOINT & PROVIDE A MESH 50mm BEFORE JOINT. 5. WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB.
BACKING ROD + JOINT SEALANT OR SIMILAR APPROVED FULL HEIGHT 10mm THICK ABLEFLEX
150 6. CONCRETE SHALL BE NORMAL CLASS N25 STANDARD STRENGTH GRADE
(REFER TO NOTE 2)
WITH PULL AWAY STRIP AT TOP COMPLYING WITH THE REQUIREMENTS OF AS. 1379. REFER TO VICROADS
TERMINATE REINFORCING FABRIC STANDARD SPECIFICATION 703 FOR REQUIREMENTS OF CONCRETE TO BE
MESH 50mm BEFORE JOINT. OVERALL PAVEMENT DEPTH TO BE
USED IN EXTRUSION MACHINES.
MIN 250mm OR MATCHED TO
100 MIN
EXISTING SUBGRADE. 7. CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB.
NEW SUBGRADE. EXISTING PAVEMENT.
PROVIDE DOWEL (OPTIONAL IN FOOTPATHS)
WITH SLEEVE ON ONE END INSTALLED TO PROVIDE DOWEL WITH SLEEVE ON ONE END
MANUFACTURERS SPECIFICATION. REFER TO INSTALLED TO MANUFACTURERS SPECIFICATION.
'DOWEL SCHEDULE FOR EXTERNAL PAVEMENT REFER TO 'DOWEL SCHEDULE FOR EXTERNAL
DOWEL JOINTS' FOR DOWEL OPTIONS PAVEMENT DOWEL JOINTS' FOR DOWEL OPTIONS
NEW KERB TIE IN DETAIL
CONTROL JOINT DETAIL EXPANSION JOINT DETAIL
DOWEL SCHEDULE FOR EXTERNAL PAVEMENT DOWEL JOINTS
OPTION DOWEL CENTRES PRODUCT OPTIONS
1 150x150x6mm THK PL. 600mm PEIKKO
2 S20x400 LONG SQUARE 600mm DANLEY / LESA OR EQUIV
3 10x75x150 LONG PL. 600mm LESA HI MOVE
BE
4 110x110x10 DIAMOND DOWEL 500mm DANLEY / LESA / PEIKKO
R RI
M
A
RO
0.
0m
W
1
6.
m 6
2
A-1
3
KERB SETOUT LOCATION
North Point Approved Project Address Title
F 31.10.25 OPW AMMENDMENT DP MP
EOIN WHITMORE 37 BOTTLEBRUSH AVENUE ROADS AND DRAINAGE DETAILS
E 14.11.24 OPW AMMENDMENT TS MP N
31423 31/10/2025
NOOSA HEADS
D 15.03.23 RFI UPDATE BRP NW For and on behalf of RECOR Pty Ltd.
C 29.11.30 RFI UPDATE BRP NW Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
B 10.10.22 RFI UPDATE BRP NW 1:100 0 1 2 3 4m www.recor.au | ABN 89 647 469 707 S & J KNOBEL RESIDENTIAL UNIT DEVELOPMENT A1
A 12.05.22 MCU / OPW ISSUE BRP NW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
'Issued For Construction' in the revision description. 20220051 C41 F
Document Set ID: 24320610
Version: 2,
1, Version Date: 20/11/2025
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