Council archive · source document
RFI - Engineering Plans · MCU26/0001
Plans and drawings: the text below has words only, no drawings.
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
DATE PLOTTED: Wednesday, 20 May 2026 3:07:39 PM BY : CHANELLE STRYDOM
175mm THICK 32MPa CONCRETE
SL82 MESH, 50 TOP COVER
N12 TRIMMER TO ALL EDGES AND DJ's
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BOTTLEBRUSH AVENUE
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PAVEMENT JOINT NOTATION 125mm THICK BASE
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SJ COURSE GRAVEL TYPE
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SAWCUT JOINT - (SJ) 2.5
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GEOCOMPOSITE LAYER
DJ VISQUEEN PLASTIC
(COMBIGRID 30/30 OR
DOWELLED JOINT - (DJ) UNDER CONCRETE
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SIMILAR UNDER SUBBASE)
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CONCRETE PAVEMENT DESIGN
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29.30 29.33 29.84 TRIMMER BAR NOTE:
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29.27 29.73
DJ
29.08
SJ
DJ
TRIMMER BARS SHALL BE LOCATED BETWEEN · FINAL PAVEMENT TO BE DETERMINED BY THE ENGINEER FOLLOWING SOIL
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DOWELED JOINTS AS SHOWN ON THIS DRAWING.
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TESTS BY GEOTECHNICAL ENGINEER .
JOINT LOCATIONS SHALL BE REVIEWED AT · SLAB CONSTRUCTION AND JOINTING TO BE IN ACCORDANCE WITH THE 'GUIDE
SUBGRADE INSPECTION. TRIMMER CROSS BARS TO RESIDENTIAL STREETS & PATHS' - CEMENT AND CONCRETE ASSOCIATION
T
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OF AUSTRALIA.
1 AT DJ JOINTS NOT SHOWN FOR CLARITY. · CONCRETE PAVEMENT HAS BEEN DESIGNED FOR RESIDENTIAL AND SERVICE
29.50
-
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TRAFFIC LOADINGS ONLY. CONCRETE PAVEMENT HAS NOT BEEN DESIGNED
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T FOR CONSTRUCTION TRAFFIC LOADING.
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T
W
T
DJ
W
T
DJ
SJ
29.10 29.29 29.33 29.35 29.76 29.85
W
T
T
W
29.50
30.00
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W
S
T
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JOINT SEALANT
75mm 75mm
DRIVEWAY LAYOUT AND JOINTING PLAN N16 TRIMMER BAR
SECOND CONCRETE POUR
FIRST CONCRETE POUR
SCALE 1:50 (A1)
MESH
125mm
VISQUEEN PLASTIC 150mm CBR15 ROADBASE UNDER
UNDER CONCRETE
R16 Gr316 SS DOWELS
16mm DOWEL MASTER SLEEVE TO PERIMETER OF 16mm x 400 LONG @ 300mm CTRS
ROUNDABOUT. ROUND SPEED SLEEVE TO ALL OTHER
DOWEL JOINTS
APPROVED EXPANSION JOINT FORMER.
1.50m SLEEVE IN ON SIDE OF POUR
FOOTPATH ZONE ROLL OVER
1.50m 1.50m 0.50m GRADE 1:6 1:100 GRADE TO BUILDING ENTRY
CONSTRUCTION (DOWELED) JOINT - (CJ)
BDY
@ 1:8 @ 1:40 @1:20
AT 20m CENTRES GENERALLY
BDY
PROVIDE 25mm SAWCUT (D/4 MIN. DEPTH)
EXISTING SURFACE RL29.90 WITHIN 24 HRS.
RL29.31 RL29.81
TIE INTO EXISTING DESIGN SURFACE FILL WITH APPROVED FLEXIBBLE SEALANT.
KERB INVERT LINE RL29.28 RL29.34
SL72 GALVANISED MESH 850mm
RL29.09 350mm 350mm
WIDE PLACED CENTRALLY IN
SLAB. CUT EVERY SECOND BAR
125mm
150mm CBR15 ROADBASE UNDER
VISQUEEN PLASTIC
UNDER CONCRETE
p:\2613-17 bottlebrush ave, noosa heads\02 design\acad\c210 driveway details.dwg
DATUM RL 27.00
CONTRACTION (SAW-CUT) JOINT - (SJ)
SECTION 1 AT 5m CENTRES GENERALLY
SCALE 1:50 -
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED MULTIPLE DWELLING DEVELOPMENT
A 15.05.26 FOR APPROVAL GS CS
Barlow Shelley Pty Ltd
ABN 29 679 702 599
AT 17 BOTTLEBRUSH AVE, NOOSA HEADS 2613
DATUM AHD
B 20.05.26 AMEND DRIVEWAY LEVELS CS CS
DESIGN CS 1:50 1 0.5 0 1 2 A1
................. 07 5443 8285 FOR MADE ONE PTY LTD
PO Box 899
1:100 Director: TIM BURKE Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER REV
DRAWN GS A3
(RPEQ 25245) [email protected] DRIVEWAY DETAILS
DESIGN CHECK TB
DRAWING STATUS
barlowshelley.com.au C210 B
DATE MAY 2026 This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
FOR APPROVAL
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