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Approved Plans - MCU22-0116, OPW22-0173 RAL22-0014
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Original PDF page 12, section 1. The text section number identifies this passage in the reader.
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Log in to see the plans as drawn 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
300
EXISTING SEAL
KERB AND CHANNEL TIE IN NOTES:
EXISTING
255 1. REFER TO CONCRETE AS. 2876-2000 CONCRETE KERBS AND CHANNELS FOR
MIN
250
PAVEMENT 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.
150 3. WEARING COURSE ASPHALT TO BE MINIMUM 30mm COMPACTED DEPTH OF
(REFER TO NOTE 2)
TYPE N, 10mm NOMINAL SIZE (U.N.O.)
4. CONSTRUCTION JOINTS LOCATED - 2500mm MAXIMUM SPACING
OVERALL PAVEMENT DEPTH TO BE 75mm MINIMUM DEPTH
MIN 250mm OR MATCHED TO EXISTING SUBGRADE. 5. WIDTHS SPECIFIED IN CROSS SECTIONS ARE FACE (LINE) OF KERB.
100 MIN
NEW SUBGRADE. EXISTING PAVEMENT. 6. CONCRETE SHALL BE NORMAL CLASS N25 STANDARD STRENGTH GRADE
COMPLYING WITH THE REQUIREMENTS OF AS. 1379. REFER TO VICROADS
STANDARD SPECIFICATION 703 FOR REQUIREMENTS OF CONCRETE TO BE
USED IN EXTRUSION MACHINES.
7. CONCRETE TO BE SMOOTH TROWELLED FINISHED ON TRAY AND KERB.
DETAIL A - NEW KERB TIE IN
TERMINATE REINFORCING FABRIC
MESH 50mm BEFORE JOINT.
RECUT A 6mm WIDE x 20mm DEEP JOINT & PROVIDE A FULL HEIGHT 10mm THICK ABLEFLEX
BACKING ROD + JOINT SEALANT OR SIMILAR APPROVED WITH PULL AWAY STRIP AT TOP
TERMINATE REINFORCING FABRIC
MESH 50mm BEFORE JOINT.
PROVIDE DOWEL (OPTIONAL IN FOOTPATHS) PROVIDE DOWEL WITH SLEEVE ON ONE END
WITH SLEEVE ON ONE END INSTALLED TO INSTALLED TO MANUFACTURERS SPECIFICATION.
MANUFACTURERS SPECIFICATION. REFER TO REFER TO 'DOWEL SCHEDULE FOR EXTERNAL
'DOWEL SCHEDULE FOR EXTERNAL PAVEMENT PAVEMENT DOWEL JOINTS' FOR DOWEL OPTIONS
DOWEL JOINTS' FOR DOWEL OPTIONS
DETAIL B - CONTROL JOINT DETAIL C - EXPANSION JOINT
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 APPROVED PLAN
3 10x75x150 LONG PL. 600mm LESA HI MOVE MCU22/0116, OPW22/0173
4 110x110x10 DIAMOND DOWEL 500mm DANLEY / LESA / PEIKKO
& RAL22/0014
NOOSA COUNCIL
5 JANUARY 2023
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
RESIDENTIAL DUPLEX AT 22 DELORME ST
N.T.S, TITLE: STATUS:
D 06/12/22 RFI UPDATE BP BP NW ROADS & DRAINAGE ISSUED FOR APPROVAL
© ABN 89 647 469 707 C 21/10/22 REISSUED FOR APPROVAL MVP BRP NW SANTIAGO NOMINEES NATHAN WAGSTAFF DETAILS
B 12/06/22 REVISED ARCH LAYOUT BRP BRP NW
37 MARY ST RPEQ: 26443
A 19/05/22 MCU ISSUE BRP BRP NW
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: REV:
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP SHEET
DATE: 21/10/22 SIZE:
RECORCONSULTING.COM REVISIONS C41 20220130 A1 D
Document Set ID: 22234486
Version: 1, Version Date: 09/01/2023
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