Original source · versioned page text
Residential driveway design plans
Attached to the e-mail FW MCU220086 - Council information request.msg.
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn 139 134
153
APPROXIMATE LOCATION OF PROPOSED HOUSE. TO BE
N CONFIRMED BY CONTRACTOR ONSITE PRIOR TO 135
139
DRIVEWAY CONSTRUCTION
136
140
137
138
CONTROL LINE RETURN 3
154
155
141
427
P 56.
158
CT
156
142
R-
15
R9.000
37
.0 00
159
66.8
143
163
144
160
161
162
R-50
246.877
145
. 000
173 CH240
RD02
235
146
CONTROL LINE ROAD 1 147
CT CT 237.
4 .
P1
0
217 220
0.00
9
CH
.87
148
TC
CONTINUED ON 12592247-C021
149
JOINT SEALANT OVER BOND BREAKER. 20
200
REFER TO EXPANSION JOINT SEALANT
DETAIL 1
CH
SL72 MESH 150
R2
00.
3
.48
000 152
194
125mm 32MPa CONCRETE SLAB
151
CT
153
DOWELMASTER (OR SUITABLE STAINLESS STEEL DOWEL (R16 400 AT 450 CENTERS)
EQUIVALENT) SLEEVE CAST INTO SLAB.
179 180
6
.91
CH
EXPANSION JOINT DETAIL
TC
MAXIMUM 17.5m CENTRES
SCALE 1:10
50mm SAW CUT WITH JOINT SEALANT. REFER
TO JOINT SEALANT SHOWN IN DETAIL 1 SIKAFLEX 11 FC OR
SUITABLE EQUIVILANT
SL72 MESH (MIN. 50 TOP
15mm
160
AND SIDE COVER) CLOSED CELL
16
CH
4
BACKING ROD R10
0.0
0
125
0
8
.68
JOINT SEALANT DETAIL
150
1 DETAIL
CT
PLAN LEGEND
TRANSVERSE CONTRACTION: SAWN - SCALE 1 : 2 SCALE 1:250
MAXIMUM 3.5m CENTRES EXISTING PROPERTY BOUNDARY
SCALE 1:10 FINISHED SURFACE MAJOR CONTOUR (1.0m) 56
FINISHED SURFACE MINOR CONTOUR (0.25m)
TOP OF BATTER
TOE OF BATTER
BATTER SYMBOL
TIMBER BOLLARD
0.000
FINISHED PAVEMENT LEVEL CONTROL LINE ROAD
125mm CONCRETE BASE (32 MPA) WITH SL72 MESH (50 TOP & SIDE COVER)
0.000
CONTROL LINE RETURN
ROUGH BROOM FINISH
PAVEMENT TYPE 1 (REFER TO DETAIL)
150mm TYPE 2.1 BASE COURSE (HIGH QUALITY CRUSHED ROCK BASE)
SUBGRADE (MIN CBR5%) TRIMMED AND COMPACTED IN FINISHED PAVEMENT LEVEL PAVEMENT TYPE 2 (REFER TO DETAIL)
ACCORDANCE WITH MRTS04, SECTION 18. 100mm TYPE 2.1 UNBOUND GRANULAR BASE COURSE (COMPACTED TO MINIMUM 102%
STANDARD COMPACTION IN ACCORDANCE WITH MRTS05, SECTION 8.3.3.)
NOTES:
1. PAVEMENT IS TO CONSIST OF A 4m WIDE CONCRETE BASE WITH A 125mm THICKNESS OF 32 MPa CONCRETE, CONTINUOUS LAPPED SL72 150mm TYPE 2.1 OR 2.3 UNBOUND GRANULAR SUBBASE COURSE. COMPACTED AS PER
MESH AND TRANSVERSE JOINTS SAW CUT AT 3.5 M CENTRES TO 50mm DEEP. MRTS05
2. EXPANSION JOINTS ARE REQUIRED AT EVERY FIFTH TRANSVERSE JOINT (EVERY 17.5m). SUBGRADE (MIN CBR5%) TRIMMED AND COMPACTED IN Registered Professional
ACCORDANCE WITH MRTS04, SECTION 18.
3. PAVEMENT HAS BEEN DESIGNED WITH A SUBGRADE OF CBR 5% MINIMUM. SUBGRADE TO BE PREPARED IN ACCORDANCE WITH Registration
TECHNICAL SPECIFICATION MRTS04.
RPEQ
Registration Discipline
PAVEMENT TYPE 1 - CONCRETE BASE PAVEMENT TYPE 2 - GRAVEL BASE CIVIL
SCALE 1:10
SCALE 1:10
Signature No. 27812
C.BASE Date 08.09.22
0 2.5 5 7.5 10 12.5m
145 Ann St Brisbane QLD 4000 Australia
Client
MATT BRADLEY DESIGNS PTY LTD Drawing
Title ROADWORKS PLAN Size
GPO Box 668 Brisbane QLD 4001
AND DETAILS A1
SCALE 1:250 AT ORIGINAL SIZE R THIS DRAWING INCLUDES T 61 7 3316 3000 F 61 7 3319 6038
B ISSUE FOR DA
A ISSUE FOR REVIEW
CB
CB
MG
MG
08.09.22
05.09.22
G COLOURED INFORMATION
COPIES OF THIS DRAWING MUST BE
E [email protected] W www.ghd.com
Project
411 BLACK PINCH ROAD DRIVEWAY SHEET 2
0 0.1 0.2 0.3 0.4 0.5m www.ghd.com
Rev Description Checked Approved Date
B PRODUCED IN COLOUR
SCALE 1:10 AT ORIGINAL SIZE
DESIGN
Author N. BIRINDWA Drafting Check D. SIPPEL Project No. Drawing No. Rev
Conditions of Use. This document may only be used by GHD's client (and any other
Designer C. BASE Design Check R. ORTIZ person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose.
12592247
Status
ISSUE FOR DA Status
Code 12592247-C022 B
Plot Date: 8 September 2022 - 8:36 PM Plotted by: Cenn Base File Name: C:\12d\SW\data\P-00-12D-001\41-12592247 - 411 Black Pinch Road - Driveway Design_2099\CADD\Drawings\12592247-C022.dwg
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.