Council archive · source document
P0433-25-001_17_Bottlebrush_Avenue_ESR · MCU26/0001
Very large file (30.9 MB): the whole original can take several minutes to open, especially on a phone. Text is quick to read.
Original PDF page 25, section 1. The text section number identifies this passage in the reader.
PRELIMINARY PAVEMENT DESIGN LEGEND
ROAD ROAD CLASS SUBGRADE CBR TRAFFIC ESA'S PAVEMENT SURFACING BASE TOTAL BOX
SJ
SAWCUT JOINT
MD01 INTERNAL DRIVEWAYS 3* 2*10⁵ 150mm N35 CONCRETE 150mm CBR 60 300mm DJ
DOWEL JOINT
EJ EXPANSION JOINT
-PAVEMENT DESIGN IS PRELIMINARY AND BASED ON AN ASSUMED SUBGRADE CBR OF 3%
-GEOTECHNICAL TESTING IS REQUIRED ON SUBGRADE TO DETERMINE DESIGN SUBGRADE CBR FOR PAVEMENT DESIGN PROPOSED DRIVEWAY EDGE
HATCH DRIVEWAY CONCRETE
NEW PAVEMENT EXISTING PAVEMENT HATCH CONCRETE FOOTPATH
SAW CUT 25mm MIN. DEEP
0.15m 0.15m 0.15m
ASPHALT
MIN EXISTING CHIP SEAL FIELD INLET
BASE 250mm WIDE STRESS ABSORBING MEMBRANE
EDGE OF CUT BACK
UPPER SUBBASE EXISTING SURFACE
LOWER
SUBBASE
EARTHWORKS TO SUBGRADE
PAVEMENT CUTBACK DETAIL
NTS
PROPERTY BOUNDARY
DJ
DESIGN SURFACE
SUBGRADE DEPTH 1%
EJ
1.57%
SJ
SJ
PAVEMENT CUTBACK
EJ
DJ
REFER DETAIL
E
N12 TRIMMER BARS
Ex
SJ ExS
N12 TRIMMER BARS
CLR. 0.95
CLR. 0.50
7.51%
SJ
E
Ex
RETAINING WALL
MINIMUM EXISTING NBN LEVEL
Sew MH SL: 31
ASSUMED. ACTUAL LEVEL TO
BE CONFIRMED ON SITE EJ
MINIMUM EXISTING WATER LEVEL PROPERTY BOUNDARY EJ
ASSUMED. ACTUAL LEVEL TO
12.5%
Vertical Curve Length (m) BE CONFIRMED ON SITE
E
Ex
Vertical Curve Radius (m)
Vertical Geometry Grade (%) 12.5% 25% 12.5% 7.511% 1.568%
SJ
Vertical Geometry Length (m) 1.5m 2.986m 1.5m 3.093m 3.291m ExW ExW ExW ExW ExW ExW
Horizontal Curve Length (m)
Horizontal Curve Radius (m)
DATUM RL 27.000 ExT ExT ExT ExT ExT ExT
25%
CUT / FILL DEPTH
-0.084
-0.217
-0.398
-0.461
-1.168
TO EXISTING SURFACE
0
CONCRETE LINTEL
DESIGN LEVELS INTEGRATED AND
29.095
29.282
30.029
30.216
30.448
30.500
FLUSH WITH
DJ
ROAD CENTRELINE FOOTPATH
EXISTING SURFACE
25%
2.5%
2.5%
29.095
29.366
30.245
30.614
30.910
31.668
LEVELS
CONTROL LINE CHAINAGE
12.370
0.000
1.500
4.486
5.986
9.078
ROAD CENTRELINE
DVY01
SCALE: HORIZONTAL - 1:100 DRIVEWAY PAVEMENT JOINT LAYOUT PLAN
VERTICAL - 1:20
NOT FOR CONSTRUCTION
---- ---- ---- ---- ---- North Point Approved Project Address Title
---- ---- ---- ---- ----
EOIN WHITMORE
17 BOTTLEBRUSH AVENUE, NOOSA DRIVEWAY LONGITUDINAL SECTION
---- ---- ---- ---- ---- 31423 07/01/26 HEADS, QLD, 4567, Australia
---- ---- ---- ---- ---- For and on behalf of RECOR Pty Ltd.
---- ---- ---- ---- ---- Scale 1 0 1 2 3 4 5 ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SCALE (metres) SUNSHINE COAST | BRISBANE
---- ---- ---- ---- ---- 1 : 100 (FULL SIZE) www.recor.au | ABN 89 647 469 707 MADE CAPITAL 17 BOTTLEBRUSH AVENUE, NOOSA HEADS A1
0.2 0 0.2 0.4 0.6 0.8 1.0
A 07/01/26 ISSUED FOR OPW APPROVAL CS EW SCALE (metres) COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
1 : 20 (FULL SIZE)
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK 'Issued For Construction' in the revision description. P0433-25-001 C220 A
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
P0433-25-001_17_Bottlebrush_Avenue_ESR.pdfRelated documentApplication case desk ↗
About this file
- File size
- 30.9 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.