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Consolidated Endorsed Amended Plans - MCU24 0141 & OPW24 0184 (As Published)
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SAWCUT 6mm WIDE x 1/3 DEEP
WITHIN 4-12HRS OF POUR
APPROVED JOINT SEALANT MESH AND COVER
10mm WIDE x 12mm DEEP 75mm AS SPECIFIED 75mm TYP.
MESH AND TABLE 75mm
AS SPECIFIED 10mm "ABELFLEX"
REINFORCED CONCRETE
REINFORCED CONCRETE
PAVEMENT AS SPECIFIED
PAVEMENT AS SPECIFIED
SUBBASE OR BEDDING SUBBASE AS SPECIFIED
LAYER (AS SPECIFIED) INDUCED CRACK
CUT OUT EVERY SECOND
200um MOISTURE BARRIER WIRE DIRECTLY UNDER JOINT 200um MOISTURE BARRIER
IF REQUIRED, LAPPED 200um AND DEPRESS MESH LOCALLY IF REQUIRED, LAPPED 200um
EDGE THICKENING (ET) ISOLATION JOINT (IJ) SAWN JOINT (SJ)
SCALE NTS SCALE NTS SCALE NTS
PROPRIETARY JOINT SEAL
CAP OR APPROVED SEALANT PROPRIETARY JOINT SEAL
CAP OR APPROVED SEALANT DRAINAGE PIT
REFER KEY JOINT DETAIL MESH AND COVER 600mm LONG N12 TRIMMER BARS
FOR ALTERNATIVE CONFIGURATION 75mm TYP.
AS SPECIFIED
MESH AND COVER AT ALL CORNER OF DRAINAGE PIT
75mm TYP.
AS SPECIFIED
REINFORCED CONCRETE
EDGE OF STRUCTURE
PAVEMENT AS SPECIFIED
FIRST POUR SECOND POUR
SUBBASE AS SPECIFIED 1000mm LONG N12 TRIMMER BARS
FIRST POUR SECOND POUR TO ALL CORNERS OF STRUCTURES.
GREASED DOWEL
DANLEY DIAMOND DOWEL WITH EXPANSION CAP DOWEL SYSTEM AS PER
PROPRIETARY COMBINATION
6mm AT 450 CTS. HOT DIPPED DOWEL JOINT DETAIL
200um MOISTURE BARRIER KEY AND DOWEL JOINT
GALVANISED. PLACE CENTRALLY
IF REQUIRED, LAPPED 200um
KEY JOINT DETAIL (EJ) TYPICAL TRIMMER BAR DETAIL
DOWEL JOINT (DJ) SCALE NTS SCALE 1:25
SCALE NTS
APPROVED PLAN
MCU24/0141 & OPW24/0184
NOOSA COUNCIL
2 APRIL 2025
CONCRETE NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS3600.
2. UNLESS NOTED OTHERWISE ON THE PLANS, CONCRETE COMPONENTS AND
QUALITY SHALL BE AS FOLLOWS:
MAX. NOMINAL SPECIAL CONCRETE DETAILS
ELEMENT GRADE SLUMP
AGGREGATE REQUIREMENTS CONCRETE REINFORCEMENT DOWEL BAR
PAVEMENT THICKNESS SUBBASE MESH COVER
PIERS N32 80-100 20 STRENGTH MESH DIA (mm) MIN LENGTH (mm) MAX SPACING (mm)
100mm (TYPE 2.5
125mm (PATH) 32MPa SL72 50mm TOP, 50mm SIDE 16 350 300
GRAVEL CBR 15)
CONCRETE GRADE TYPES: N NORMAL CLASS (MPA)
150mm (TYPE 2.5
S SPECIAL CLASS (MPA) 150mm (INTERNAL DRIVEWAY)
GRAVEL CBR 15) 32MPa SL82 50mm TOP, 50mm SIDE 24 450 300
3. FOOTING EXCAVATION SHALL BE FREE OF WATER AND LOOSE
150mm (TYPE 2.5
SOIL BEFORE PLACEMENT OF CONCRETE BEGINS 175mm (CROSSOVER) 32MPa SL82 50mm TOP, 50mm SIDE 24 450 300
GRAVEL CBR 15)
4. SHAPE TOP OF PIERS SUCH TAT ALL CONCRETE FALLS AWAY
FROM POST WITH A MINIMUM FALL OF 1 IN 50.
5. PIER REINFORCEMENT TYPE, U.N.O:
N HOT ROLLED DEFORMED BAR
AS/NZS 4671 WITH FSY=500MPA
APPROVED CLIENT PROJECT DRAWING
DRAWN JW STATUS FOR APPROVAL
CHARLES COOK ABODA DESIGN GROUP SMALL INDUSTRIAL TENANCIES CONCRETE JOINTING DETAILS
RPEQ NO: 8480 DESIGN JW
B RESPONSE TO RFI 12.12.24 CC APPROVED DATE 0m 0.625 1.25 PROJECT NO. DRAWING NO. REV NO.
CHECK CC 4 LEO ALLEY RD,
30.10.24
A ISSUED FOR APPROVAL 30.10.24 CC A1 1:25
SIGNED NOOSAVILLE, QLD 240127 OPW-C-00371 B
P1 ISSUED FOR DISCUSSION 02.10.24 CC COPYRIGHT © All rights reserved.
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REV DESCRIPTION DATE APPR. or copied in any form without the prior consent
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Last saved by: XAVIERCOOK(2024-12-13) Last Plotted: 2024-12-13
Document Set ID: 23674841
Filename: C:\ICE\ICE\PROJECTS - DOCS\2024\240127_4_LEO_ALLEY_DR\04 DESIGN\CAD\240127-OPW-C-00371.DWG
Version: 1, Version Date: 04/04/2025
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