Original source · versioned page text
2499 - 33 Pavilion St, Pomona - Revised Civil Drawings_Optimized
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-049 AND RS-050 FOR REINFORCEMENT DETAILS
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3
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RP809059
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6
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/ / / / / / / / / / / / / / /
SJ
ROAD 1
EXISTING SURFACE
DESIGN 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
SECOND CONCRETE POUR
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
UNDER CONCRETE
IP CH 11.500 RL 87.345
IP CH 46.592 RL 87.696
IP CH 69.451 RL 91.506
IP CH 3.325 RL 87.231
IP CH 7.506 RL 87.335
R16 Gr316 SS DOWELS
150mm CBR15 ROADBASE UNDER 16mm DOWEL MASTER SLEEVE TO PERIMETER OF
VISQUEEN PLASTIC 16mm x 400 LONG @ 300mm CTRS
ROUNDABOUT. ROUND SPEED SLEEVE TO ALL OTHER
UNDER CONCRETE DOWEL JOINTS
APPROVED EXPANSION JOINT FORMER.
SLEEVE IN ON SIDE OF POUR
CONTRACTION (SAW-CUT) JOINT - (SJ)
AT 5m CENTRES GENERALLY CONSTRUCTION (DOWELED) JOINT - (CJ)
VC 6.0 VC 4.0 AT 20m CENTRES GENERALLY
(R38.3) (R37.5)
2.500%0.250% 1.000% 16.667% 6.000%
3N12 3N12
I.J.
DATUM RL 70.0
I.J. GRATE I.J.
-0.889
-1.164
-1.235
-1.140
-0.332
CUT (-) / FILL
1.533
1.287
0.695
0.138
0.216
0.204
0.100
I.J.
87.380
87.390
87.475
87.675
87.711
87.921
88.241
89.976
LHS LIP LEVEL 3N12 3N12
87.380
87.390
87.475
87.675
87.711
87.921
88.241
89.976
RHS LIP LEVEL FIELD ENTRY PIT
87.335
87.345
87.430
87.630
87.666
87.814
88.196
89.931
91.173
91.453
91.626
91.780
DESIGN SURFACE
p:\2499-33 pavillion st pomona\design\civil\acad [opw]\c222 driveway 1 sections and details.dwg
BDY
BDY
85.327
85.803
86.058
86.735
88.519
88.830
89.049
89.336
90.262
91.035
91.236
91.423
91.680
EXISTING SURFACE 5.0m
EXISTING SURFACE
DESIGN SURFACE
11.500
20.000
40.000
43.592
46.592
49.592
60.000
67.451
69.451
71.451
74.017
CHAINAGES
0.000
7.506
-3.0% -3.0%
REFER TO
HORIZONTAL CURVES DATUM RL 85.000 PAVEMENT DETAILS
HORIZ SCALE: 500 CH 40.000
VERTICAL SCALE: 100 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
A 11.07.25 FOR APPROVAL EC CS
Barlow Shelley Pty Ltd
ABN 29 679 702 599
AT 33A PAVILION STREET POMONA 2499
DATUM AHD 1:500 10 5 0 10 20 A1
B
C
29.08.25
13.11.25
RFI RESPONSE
RFI RESPONSE
CS
CS
CS
CS DESIGN EC
1:1000
HORIZONTAL
A3 ................. 07 5443 8285 FOR PSP DEVELOPMENTS PTY LTD
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)
barlowshelley.com.au
DRIVEWAY 1 SECTIONS AND DETAILS C222 C
VERTICAL DRAWING STATUS
DATE 18-06-2025 This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
FOR APPROVAL
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