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Residential driveway design plans
Attached to the e-mail FW MCU220086 - Council information request.msg.
Original PDF page 8, section 1. The text section number identifies this passage in the reader.
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DATUM R.L. 171.00
172.895
172.857
172.757
172.857
172.757
172.757
172.657
172.597
DESIGN
SURFACE LEVEL
DEPTH
-0.03
-0.08
0.05
0.02
0.02
0.05
CUT - / FILL +
0
0
EXISTING
172.89
172.88
172.83
172.81
172.73
172.73
172.61
172.6
SURFACE LEVEL
OFFSET
-3.11
2.15
FROM CENTRELINE
-2.5
-3
-2
0
0
2
CH 50
DESIGN SURFACE
1 in 3
1 in15in -5 0.6% -0.6% EXISTING SURFACE
2.5% -2.5% 1 in 1-5in 5
1 in
-2.5
DATUM R.L. 166.00
168.013
167.919
167.869
167.869
167.819
167.719
167.819
169.361
DESIGN
SURFACE LEVEL
DATUM R.L. 171.00
DEPTH
174.877
174.814
174.714
174.814
174.802
174.802
174.786
173.347
-0.17
-0.64
-0.64
-0.89
-1.03
-0.98
DESIGN CUT - / FILL +
SURFACE LEVEL
0
0
EXISTING
168.01
168.09
168.51
168.51
168.71
168.75
169.36
168.8
DEPTH SURFACE LEVEL
-0.04
-0.07
0.41
0.41
0.83
CUT - / FILL +
0.1
0
0
OFFSET
-2.28
EXISTING
174.88
174.85
174.78
174.71
174.39
174.39
173.95
173.35
7.62
FROM CENTRELINE
2.5
-2
SURFACE LEVEL
0
0
2
3
OFFSET CH 70
-3.19
FROM CENTRELINE
-2.5
2.5
6.1
-3
-2
0
0
CH 40
5% -5% 1 in 3
1 in 1-5in 5
1 in 3 4.4%
.4 -4.4%
-2.5
1 in
DATUM R.L. 175.00
176.894
176.714
176.802
176.911
176.828
DESIGN
SURFACE LEVEL
DATUM R.L. 166.00
167.325
170.474
170.349
170.349
170.249
170.149
170.249
170.927
DEPTH DESIGN
-0.18
-0.05
0.08
CUT - / FILL + SURFACE LEVEL
0
0
EXISTING
176.89
176.85
176.83
176.83
DEPTH
176.9
-0.31
-0.51
-0.51
1.03
0.17
0.17
SURFACE LEVEL CUT - / FILL +
0
0
OFFSET EXISTING
167.33
169.44
170.18
170.18
170.56
170.66
170.76
170.93
-2.62
2.71
FROM CENTRELINE SURFACE LEVEL
2.5
-2
0
OFFSET
-10.37
CH 30
5.03
FROM CENTRELINE
-2.5
2.5
0
0
2
3
CH 60
1 in 4
1 in 4
5% -5% 1 in -5 1 in 5 5% -5%
DATUM R.L. 177.00 DATUM R.L. 171.00
179.242
178.902
178.802
178.802
178.702
178.602
178.702
180.413
172.804
172.857
172.757
172.757
172.657
172.597
DESIGN DESIGN
SURFACE LEVEL SURFACE LEVEL
DEPTH DEPTH
-0.54
-0.93
-0.93
-1.29
-1.45
-1.41
-0.02
0.07
0.05
0.02
0.02
0.05
CUT - / FILL + CUT - / FILL +
0
0
EXISTING EXISTING
179.17
179.44
179.73
179.73
179.99
180.05
180.11
180.43
172.81
172.73
172.73
172.61
172.8
172.6
SURFACE LEVEL SURFACE LEVEL
OFFSET OFFSET
-3.36
-2.13
Registered Professional
9.84
2.15
FROM CENTRELINE FROM CENTRELINE
2.5
-2
-2
0
0
2
3
0
0
2
Registration
CH 20 CH 50 RPEQ
Registration Discipline
CIVIL
ANNOTATED CROSS SECTIONS - ROAD 1 Signature No. 27812
C.BASE Date 08.09.22
SCALE 1:100
0 1 2 3 4 5m
145 Ann St Brisbane QLD 4000 Australia
Client
MATT BRADLEY DESIGNS PTY LTD Drawing
Title ROAD CROSS SECTION Size
GPO Box 668 Brisbane QLD 4001
SHEET 1 A1
SCALE 1:100 AT ORIGINAL SIZE R THIS DRAWING INCLUDES T 61 7 3316 3000 F 61 7 3319 6038
B ISSUE FOR DA CB MG 08.09.22 COLOURED INFORMATION E [email protected] W www.ghd.com
G COPIES OF THIS DRAWING MUST BE
Project
411 BLACK PINCH ROAD DRIVEWAY
A ISSUE FOR REVIEW CB MG 05.09.22 www.ghd.com
Rev Description Checked Approved Date
B PRODUCED IN COLOUR
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-C101 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-C101.dwg
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