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Rfi - P0352-25-003-02-GYMPIE-ST-TEWANTIN
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DJ
6.00m
SJ
CH60.00
CH20.00
CH40.00
3.60
SJ
CH60.00
1.55m 3.38m 3.00m 3.00m 3.00m 3.00m 3.00m 3.00m 3.00m 3.00m 3.00m 3.00m 3.00m 3.00m 3.00m 3.00m 5.00m 3.00m 3.00m 3.00m 3.00m 3.00m
DJ
SJ
3.00m
1.55m
DJ SJ DJ SJ DJ SJ DJ SJ DJ SJ DJ SJ DJ SJ DJ DJ SJ SJ DJ SJ
ExS ExS ExS ExS ExS ExS ExS ExS ExS
ExS ExS ExS
SJ
2.90 2.80
DJ
SJ
FUTURE LOT 7
SJ DRIVEWAY TO
CONNECT HERE
3.7
DJ
0
SJ
75
DJ
10mm COMPRESSIBLE FILLER WITH
CUT MESH EITHER SIDE OF JOINT TEAR-OFF STRIP AND FILL WITH
CH40.00 PROVIDE 1-N12 LONGITUDINAL 10x10 FOSROC NITOSEAL PU400 IN
LEGEND SL72 MESH
BAR WHERE MESH NOT CUT AT ACCORDANCE WITH MANUFACTURER'S
CROSS BAR SPECIFICATIONS
SJ
EXISTING CONTOURS TOP 40 COVER
32MPa CONCRETE
EARTHWORKS CONTOURS
EQ
PROPOSED DRIVEWAY EDGE
DJ
PROPOSED BARRIER KERB AND CHANNEL 150mm THICK
EQ
CONCRETE PAVEMENT
HATCH DRIVEWAY PAVEMENT
150 THICK GRANULAR
SJ HATCH BASIN ACCESS SUB-BASE WITH 15% CBR
HATCH BASIN AREA
SUBGRADE S20 DOWEL 400 LONG AT 450 MAX.
DJ
PROPOSED ROAD CENTERLINE CTS. PROVIDE PROPRIETARY SLEEVE
PROPOSED CONCRETE SLEEPER ON FIRST POUR AND GREASE HALF
RETAINING WALL OF DOWEL IN SECOND POUR
5.00m
PROPOSED BLOCKWORK LIGHT VEHICLE PAVEMENT DETAIL TYPICAL DOWEL CONSTRUCTION JOINT DETAIL - DJ
RETAINING WALL SCALE - NTS
SCALE - NTS
DJ PROPOSED DOWELLED JOINTS
SJ
SJ
SJ PROPOSED SAW CUT JOINT
5.00m
75
2.05m
CH20.00 CUT MESH EITHER SIDE OF JOINT 5mm WIDE CUT JOINT 1/3 DEPTH OF
DJ PROVIDE 1-N12 LONGITUDINAL SLAB WITHIN 24 HOURS, FILL SAW CUT
BAR WHERE MESH NOT CUT AT WITH FOSROC NITOSEAL PU400
3.62m
CROSS BAR INSTALLED IN ACCORDANCE WITH
2xN12 1500
MANUFACTURER'S SPECIFICATIONS
TRIMMER BARS
SJ
3.62m
DJ
PROVIDE SEALED PIT WITHIN
ISOLATION JOINT PAVEMENT (VARIES)
SJ
AROUND PITS AS SHOWN ON PLAN DANLEY 10mm PLATE DOWELS AT 450 MAX.
3.00m
CTS. WITH PD3 DOWEL CRADE SYSTEM
3.00m
PIT TRIMMER DETAILS TYPICAL SAW CUT JOINT DETAIL - SJ
DJ
SCALE - NTS SCALE - NTS
NOT FOR CONSTRUCTION
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
E. WHITMORE
12 GYMPIE STREET, TEWANTIN DRIVEWAY CONCRETE JOINT LAYOUT PLAN
N
---- ---- ---- ---- ---- 31423 11.11.25
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
---- ---- ---- ---- ---- Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
2.5 0 2.5 5 SUNSHINE COAST | BRISBANE
17.02.26
ISSUED FOR OPW APPROVAL
ISSUED FOR OPW APPROVAL CS EW SCALE (metres) www.recor.au | ABN 89 647 469 707 NOVATO GROUP 7 LOT RESIDENTIAL SUBDIVISION A1
1 : 125 (FULL SIZE) Project Number Drawing Number Revision
A 11.11.25 ISSUED FOR OPW APPROVAL IJ / AY EW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description. P0198-25-001 C230 A
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