Original source · versioned page text
2499 - 33 Pavilion St, Pomona - Civil Drawings (BSCE)
Original PDF page 8, section 1. The text section number identifies this passage in the reader.
PAVEMENT DETAILS - CONCRETE DRIVEWAYS (DRIVEWAY 1 & 2)
PAVEMENT JOINT NOTATION THICKNESS MATERIAL TYPE
SJ 150mm CONCRETE (SURFACING) -
SAWCUT JOINT - (SJ) 100mm SUBBASE COURSE 2.3
DJ 250mm TOTAL THICKNESS (mm)
DOWELLED JOINT - (DJ)
REFER TO IPWEA STD DRG RS- AND RS- FOR REINFORCEMENT DETAILS
HP CH 64.015 RL 91.750
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3
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RP809059
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6
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SJ
ROAD 1
DESIGN SURFACE EXISTING SURFACE
CJ
CJ
CJ
CJ
SJ
SJ
SJ
SJ
SJ
SJ
SJ
SJ
SJ
VERTICAL ALIGNMENT
STARTS FROM BACK OF KERB
5
4
DRIVEWAY 1 JOINTING PLAN
SCALE 1:125
1:125 2.5 0 2.5 5 A1
1:250 A3
JOINT SEALANT
PROVIDE 25mm SAWCUT (D/4 MIN. DEPTH) 75mm 75mm
IP CH 47.548 RL 88.008
IP CH 62.515 RL 91.750
IP CH 64.015 RL 91.750
SECOND CONCRETE POUR
IP CH 3.331 RL 87.503
IP CH 7.506 RL 87.608
WITHIN 24 HRS. FIRST CONCRETE POUR N16 TRIMMER BAR
FILL WITH APPROVED FLEXIBBLE SEALANT.
SL72 GALVANISED MESH 850mm MESH
125mm
WIDE PLACED CENTRALLY IN 350mm 350mm
SLAB. CUT EVERY SECOND BAR
125mm
VISQUEEN PLASTIC 150mm CBR15 ROADBASE UNDER
VC 6.0 VC 3.0 UNDER CONCRETE
(R25.0) (R12.0) R16 Gr316 SS DOWELS
150mm CBR15 ROADBASE UNDER 16mm DOWEL MASTER SLEEVE TO PERIMETER OF
2.505% 1.000% 25.000% 0.000% VISQUEEN PLASTIC 16mm x 400 LONG @ 300mm CTRS
ROUNDABOUT. ROUND SPEED SLEEVE TO ALL OTHER
UNDER CONCRETE DOWEL JOINTS
APPROVED EXPANSION JOINT FORMER.
DATUM RL 70.0 SLEEVE IN ON SIDE OF POUR
CONTRACTION (SAW-CUT) JOINT - (SJ)
-0.587
-0.921
-0.943
-0.674
CUT (-) / FILL
1.805
0.997
0.859
1.027
1.164
1.106
AT 5m CENTRES GENERALLY CONSTRUCTION (DOWELED) JOINT - (CJ)
AT 20m CENTRES GENERALLY
87.578
87.703
87.903
87.948
88.201
88.728
91.091
91.345
91.625
91.720
LHS LIP LEVEL
87.578
87.703
87.903
87.948
88.201
88.728
91.091
91.345
91.625
91.720
RHS LIP LEVEL
87.608
87.733
87.933
87.978
88.188
88.758
91.121
91.375
91.656
91.750
DESIGN SURFACE
BDY
BDY
5.0m
EXISTING SURFACE
p:\2499-33 pavillion st pomona\design\civil\acad [opw]\c222 driveway 1 sections and details.dwg
85.327
85.803
86.735
88.519
88.900
89.131
89.432
90.262
90.348
90.492
90.644
90.645
150mm THICK
EXISTING SURFACE DESIGN SURFACE
CONCRETE DRIVEWAY
3m WIDE
20.000
40.000
44.548
47.548
50.548
60.000
61.015
62.515
64.015
64.017
CHAINAGES
0.000
7.506
REFER TO
PAVEMENT DETAILS
HORIZONTAL CURVES DATUM RL 85.000
CH 40.000
DRIVEWAY 1 1:100 1 0 1 2 3 4 5 A1
1:200 A3
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED RESIDENTIAL DEVELOPMENT
Barlow Shelley Pty Ltd
A 11.07.25 FOR APPROVAL EC CS
ABN 29 679 702 599
AT 33A PAVILION STREET POMONA 2
DATUM AHD
1:1000
1:500 10 5 0 10 20 A1
A3 ................. 07 5443 8285 FOR INTEGRATED PROJECTS (QLD) PTY LTD
DESIGN EC HORIZONTAL PO Box 899
Engineer: TIM BURKE Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER REV
DRAWN EC 1:100 2 1 0 2 4 A1 [email protected]
DESIGN CHECK CS
1:200 A3
(RPEQ 25245) DRIVEWAY 1 SECTIONS AND DETAILS C222 A
VERTICAL barlowshelley.com.au
DRAWING STATUS
DATE 1 - -2 2 This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
FOR APPROVAL
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