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Residential driveway design plans
Attached to the e-mail FW MCU220086 - Council information request.msg.
Original PDF page 3, section 1. The text section number identifies this passage in the reader.
Plans and drawings
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PINCH BLACK RO
148
N
168
149
CONTROL LINE ROAD 1
TMR TYPE 28 CONCRETE CHANNEL FROM COUNCIL APPROVAL REQUIRED FOR WORKS WITHIN CONTROL LINE RETURN 2
CH0-29. MATCH OUTLET NEATLY TO EXISTING ROAD RESERVE. WORKS TO BE DONE IN ACCORDANCE
150 SURFACE WITH NOOSA COUNCIL DRAWING RS-056 AND RELEVANT
SPECIFICATIONS. MATCH NEATLY TO EXISTING ROAD
SURFACE LEVELS CONTROL LINE RETURN 1
152 0.5m SHOULDER WIDENING WITH TIMBER
151 BOLLADS AS PER IPWEA DRAWING GS-042
FROM CH30-47
153
169
TMR TYPE 28 CONCRETE CHANNEL FROM
CH53-78. MATCH OUTLET NEATLY TO EXISTING
SURFACE
9.244
SCOUR PROTECTION d50 100mm
00
0.000
5.0
ROCK WITH GEOFABRIC BASE WRAP
R-
RD01
.000
CONTINUED ON 12592247-C022
5
170
R - 1
R-5.0
00
160
16 R15.000
CH
4
R10
TC CH20
6.043
CT 18.483
0.0
00
00
811
00
0.0
0.0
3.6 00
688
17.
CH
48
T 2.5
40
50.
CT 4 PINC
C
1
3. H
TC 4 522 BLA
CT
.363
C K RO
3.96
40
0 AD
142
CH1
R-15.000
TC
R15.00
0
R15.000
CH80
.912
06
000
R15.
8
CT 85
.069
.9
.90
TC 119.739
CH120
125
CH100
CT 97.312
9
72
.81
TC 93
CT
TC
70
CT
CH60
TMR TYPE 28 CONCRETE CHANNEL FROM
CH32-50. MATCH OUTLET NEATLY TO EXISTING
SURFACE
SCOUR PROTECTION d50 100mm
LEGEND
TMR TYPE 28 CONCRETE CHANNEL FROM
CH72-92. MATCH OUTLET NEATLY TO EXISTING ROCK WITH GEOFABRIC BASE WRAP
EXISTING PROPERTY BOUNDARY
SURFACE
SCOUR PROTECTION d50 100mm FINISHED SURFACE MAJOR CONTOUR (1.0m) 56
ROCK WITH GEOFABRIC BASE WRAP
0.5m SHOULDER WIDENING WITH TIMBER FINISHED SURFACE MINOR CONTOUR (0.25m)
BOLLADS AS PER IPWEA DRAWING GS-042
FROM CH54-65 TOP OF BATTER
TOE OF BATTER
BATTER SYMBOL
TIMBER BOLLARD
0.000
CONTROL LINE ROAD
PLAN
0.000
CONTROL LINE RETURN
SCALE 1:500
PAVEMENT TYPE 1 (REFER TO 12592247-C022)
TURFED FINISH ON ALL PAVEMENT TYPE 2 (REFER TO 12592247-C022)
BATTER SLOPES
2.00 2.00 0 TO 0.5m SAFETY SHOULDER
WHERE NOMINATED 2.00m 2.00m
1 % VARIES % VARIES
5% TYP. MAX. 1 IN 4 WITHIN % VARIES
3 MAX. 5% TYP. % VARIES
1 COUNCIL ROAD RESERVE 5% TYP. 5% TYP.
3 MAX. 2.5 MAX.
MAX. 1 IN 4 WITHIN
MAX. 1 IN 4 WITHIN COUNCIL ROAD RESERVE 1 2.5 MAX.
COUNCIL ROAD RESERVE
CENTRE LINE/CROWN
1
0.3
CENTRE LINE/CROWN
TMR TYPE 28 CONCRETE
0.3 MAX. 1 IN 4 WITHIN
CHANNEL AS NOMINATED PAVEMENT EXTENTS AS COUNCIL ROAD RESERVE
NOMINATED IN PLANS.
PAVEMENT EXTENTS AS REFER TO 12592247-C022
NOMINATED IN PLANS. FOR PAVEMENT DETAILS
DN100 PERFORATED PIPE
REFER TO 12592247-C022 WITH TEXTILE SLEEVE
FOR PAVEMENT DETAILS SURROUND. FREE Registered Professional
DRAINING MATERIAL
WRAPPED IN GEOFABRIC Registration
RPEQ
Registration Discipline
TYPICAL SECTION 01 - CUT TYPICAL SECTION 02 - FILL CIVIL
SCALE 1:25 SCALE 1:25 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 1
0 0.25 0.5 0.75 1.0 1.25m www.ghd.com
Rev Description Checked Approved Date
B PRODUCED IN COLOUR
SCALE 1:25 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-C021 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-C021.dwg
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