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Stormwater Management Plan 12_05_26
Original PDF page 33, section 1. The text section number identifies this passage in the reader.
DOWEL BAR SCHEDULE U.N.O 2 LONG N12 TRIMMER BARS TO
SLAB DIA. MIN LENGTH MAX SPACING END OF DISCONTINUED JOINTS
THICKNESS (mm) (mm) (mm) (mm)
125 16 350 300 JOINTS AS SPECIFIED
150 20 400 300
150-200 24 450 300
SERVICE OR
TABLE IN ACCORDANCE WITH AS3727 DRAINAGE PIT (IJ) FOOTING, WALL OR OTHER FORM
THICKENED SLAB OF BLOCKOUT STRUCTURE (IJ)
EARLY ENTRY SAW CUT 2-4 HOURS
AFTER POWER TROWELING. REFER
CONCRETE DETAILS "SAW CUT JOINT" DETAIL
75mm TYPICAL
DRIVEWAY INTERNAL INTERNAL INTERNAL MESH AND COVER
CROSSOVER DRIVEWAY PATHS BIN PADS AS SPECIFIED 2 LONG N12 TRIMMER BARS
DEPTH (D) 175mm 150mm 125mm 125mm TO ALL CORNERS
CONCRETE PAVEMENT
CONC. STRENGTH (f'c) 32 MPa 32 MPa 25 MPa 25 MPa
AS SPECIFIED
REINF. MESH SL82 SL82 SL72 SL72
TABLE IN ACCORDANCE WITH COUNCIL REQUIREMENTS AND AS3727 SUBBASE OR BEDDING
LAYER AS SPECIFIED
2 LONG N12 TRIMMER BARS
TO ALL CORNERS
200um MOISTURE BARRIER IF
MESH COVER CUT EVERY SECOND WIRE AND
ORDERED, LAPPED 200mm
DEPRESS MESH TO MAINTAIN COVER
TOP 50mm
INDUCED CRACK
SIDES 50mm
75mm (FORMED JOINT) TYPICAL TRIMMER BAR ARRANGEMENT
SIDE (CONTROL JOINT)
75mm (WEAKENED PLANE JOINT)
SAWN CONTRACTION JOINT (CJ) AT INTERNAL CORNERS
SCALE N.T.S SCALE N.T.S
(MAX JOINT SPACING; PATHS 2m NOM OR PATH WIDTH,
SLABS 6m OR 1.5 TIMES WIDTH OF SLAB PANEL)
NOTE:
· SUBGRADE (MIN CBR 5%) TO BE CONFIRMED BY 4 DAY SOAKED CBR TESTING
· CONCRETE PATH JOINTS IN ACCORDANCE WITH IPWEA RS-065 FOR PATHS
· HARDSTAND CONSTRUCTION AND JOINTING TO BE IN ACCORDANCE WITH THE 'GUIDE TO
PROPRIETARY PERMANENT
RESIDENTIAL STREETS & PATHS' - CEMENT AND CONCRETE ASSOCIATION OF AUSTRALIA FOR
75mm TYPICAL CAPPING STRIP(#)
DRIVEWAYS 75mm TYP MESH AND COVER
MESH AND COVER EXPANSION CAP AS SPECIFIED
AS SPECIFIED 25mm GAP
MESH AND COVER
AS SPECIFIED CONCRETE PAVEMENT FLEXIBLE PAVEMENT
CONCRETE PAVEMENT
1.5xT1
AS SPECIFIED AS SPECIFIED OR AS SPECIFIED
FINISHED GROUND
CONCRETE AS SPECIFIED SUBBASE OR BEDDING
'D'
LAYER AS SPECIFIED SUBBASE OR BEDDING SUBBASE OR BEDDING
1 LAYER AS SPECIFIED
125mm BASE TYPE 2.5 (98% MMDD) OVER LAYER AS SPECIFIED
DOWELLED OR PROPRIETARY 2
COMPACTED SUBGRADE (95% MDD) 200um MOISTURE BARRIER IF
ORDERED, LAPPED 200mm JOINT SYSTEM OPTIONAL 3 BAR 300mm 200um MOISTURE BARRIER IF
EARTHWORKS TO (11TM) TRENCH MESH ORDERED, LAPPED 200mm
200um MOISTURE BARRIER IF
# OPTION FOR TEMPORARY CAPPING STRIP,
ORDERED, LAPPED 200mm SUBGRADE (#)
REMOVED AND APPROVED SEALANT APPLIED
TYPICAL CONCRETE PAVEMENT EXPANSION JOINT (KJ) WITH KEY CONCRETE EDGE THICKENING (ET1)
SCALE N.T.S SCALE N.T.S SCALE N.T.S
(MAX JOINT SPACING; 12m)
NOTE: WHERE CONTRACTION JOINTS ARE SKEW TO THE
MAIN JOINTING LAYOUT. ENSURE THAT DOWELS ARE
ALIGNED PARALLEL WITH THE MAIN JOINTING LAYOUT.
REFER "FORMED
LJ
JOINT" DETAIL
0.3
0 CJ MESH AND COVER 75mm TYPICAL EXPANSION CAP
AS SPECIFIED 25mm GAP
JOINT AS
SPECIFIED CONCRETE PAVEMENT
CJ SECOND POUR FIRST POUR AS SPECIFIED
90°
LJ
LJ
SUBBASE OR BEDDING
CJ LAYER AS SPECIFIED
LJ
ROTATE BAR FOLLOWING FIRST POUR, PLAIN GALVANISED DOWELS,
REMOVE, LUBRICATE AND REINSERT TO FREE FROM BURS. BOND BREAKING
PROVIDE 10mm END VOID COMPOUND OR DOWEL SLEEVE
JOINT TERMINATION DETAIL
OBLIQUE SLAB EDGE DOWEL ORIENTATIONS EXPANSION JOINT (EJ), DOWEL BAR
SCALE N.T.S SCALE N.T.S SCALE N.T.S
Filename: C:\PROJECTS\240444 - SOCIAL HOUSING - 62 LAKE MACDONALD DRIVE, COOROY\3.0 CAD\DRAWINGS\OPW\240444-OPW-C-372.DWG
REFER "FORMED
JOINT" DETAIL FOOTING, WALL OR OTHER FORM
MESH AND COVER OF BLOCKOUT STRUCTURE
SEALANT SHALL BE ELASTOMERIC FUEL
RESISTANT POLYSULPHIDE NONPORITE 10mm WIDENING SAW CUT 1/3 0.25Dx6 WIDE. 6mm SCW AS SPECIFIED
8mmØ POLYETHYLENE TUBE BACKING ROD
6mm
THIOXOL SL OR APPROVED EQUIVALENT
AND SEALANT REQUIRED IN SANDY AREAS CONCRETE
PAVEMENT
AS SPECIFIED
0.25D
16mmØ POLYETHYLENE SUBBASE OR BEDDING 4-N16 x 600mm LONG PLAIN HOT
TUBE BACKING ROD LAYER AS SPECIFIED DIP GALVANISED DOWELS AT
16mm SCW
10mm
Last Plotted: 2026-04-24 9:23 AM
1200mm CENTRES. INSTALL AT
30mm
DRIVEWAYS & DOORWAYS ONLY
10mm "ABELFLEX" WITH 200um MOISTURE BARRIER IF IF DIRECTED
3mm SAW CUT ORDERED, LAPPED 200mm
RIP OFF STRIP
Last saved by: JACKHARRISON(2026-04-16)
FORMED JOINT SAW CUT JOINT ISOLATION JOINT ABUTTING STRUCTURE (IJ)
SCALE N.T.S SCALE N.T.S
SCALE N.T.S
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn JH Project No. Drawing No. Rev No.
COAST2BAY SOCIAL HOUSING CONCRETE JOINTING
0m 0.125 0.25 Design JH
HOUSING GROUP OPERATIONAL WORKS - CIVIL DETAILS
C MINOR UPDATE TO SET 24.04.26 LS
A1 1:5
0m 0.25 0.5
Vert. Datum
AHD
62 LAKE MCDONALD DRIVE, Check LS
240444 OPW-C-372 C
B FOR TENDER 16.04.26 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL COOROY, QLD, 4563 Approved Approved Date Signed Sheet
A FOR APPROVAL
Rev Revision Description
09.04.26 LS
Date Approved
A1 1:10 COPYRIGHT © All rights reserved.
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
LACHLAN SWANN
RPEQ 21223
16.04.26 Status FOR TENDER
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