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Approved Plan OPW20-0152
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1.8 -
PROPERTY BOUNDARY 1.8
1.6 NOOSA COUNCIL
1.8 APPROVED PLAN
1.8 OPW20/0152 21 OCT 2010
1.8
GYMPIE TERRACE
1.4
PROPERTY
PROPERTY
BOUNDARY
BOUNDARY
RL 2.37 1.2
21.525m
1.8
RL 2.37
1.8
UP
PROPOSED GARAGE
40 STEPDOWN
DWELLING
FFL 2.73
0
.67
EJ1 EJ1
14
RL 2.33
ch
RL 2.29
CJ1
CJ1
125 125 125
7.69%
CJ1 CJ1 CJ1
EJ1
1
EJ
CJ1
CJ1
1.6
125 125 125
50
8.6
ch
1.8
RL 1.85 PROPERTY BOUNDARY 34.883m
EJ1 EJ1
DRIVEWAY LONGITUDINAL SECTION
1.6
10.8%
1.6
FOR DRIVEWAY CROSSOVER,
REFER TO IPWEA STANDARD 1.2
DRAWING No. RS-049 AND RS-050 1.4
FOOTPATH ZONE
0
0
3.0
ch
1.4 RL 1.237
1.4
PROPOSED NEW
2.5%
1500
RAMPED CROSSING REMOVE EXISTING CROSSING AND MAKE
0
0
1.5
GOOD TO MATCH EXISTING KERB AND
ch
RL 1.2
CHANNEL EACH SIDE OF NEW WORK AS PER
MAX.
1 in 8
1500
1.2 IPWEA STANDARD DRAWING No. RS-080
00
0.0
RL 1.11 FOR DRIVEWAY CROSSOVER, REFER TO IPWEA STANDARD
ch
1.2
RL 1.09 DRAWING No. RS-049 AND RS-050
BOUNDARY
4000 ROBERT STREET
1500 1500 PROPOSED GARAGE
DENOTES 125mm THICK CONCRETE SLAB ON GROUND
125
REINFORCED WITH SL82 MESH TOP - 50mm COVER.
EXTERNAL WORKS PLAN DENOTES 2 N12 TRIMMER BARS, 1000 LONG,
ROBERT ST RAMPED FOOTPATH 5650 6020
1:200 UNREDUCED AT A3 TIED UNDER TOP STEEL. CROSSING
TYPICAL U.N.O. CONSTRUCTED OVER A DPM, ON SAND 1:100 UNREDUCED AT A1
BEDDING ALL OVER A COMPACTED GRANULAR BASE PROPOSED DRIVEWAY
920
AS PER GENERAL NOTES. 1190 FRONT 40 STEPDOWN
REAR OVERHANG 300 FOR GATE
OVERHANG 0.5%
2800 WHEELBASE 0.0% 7.69%
EXTREMITY
25 DEEP SAW CUT STOP TOP MESH EACH PROVIDE 1 N12 TRIMMER. STOP
FRONT
EXTREMITY
1 N12 TRIMMER JOINT TO BE SIDE OF JOINT. REINFORCEMENT WITH 50mm 10.8%
REAR
EACH SIDE OF JOINT COVER. B85 VEHICLE
120
CREATED WITHIN 8 WAYS
FOR DOMESTIC DRIVE
HOURS OF POUR.
SL82 MESH TOP SL82 MESH TOP
SEAL JOINT WITH SL82 MESH TOP NATURAL SURFACE
150 MIN.
125
COLOUR MATCHED
125
1 in 8 MAX. 2.5%
APPROVED
SEALANT. DATUM 0.000
250
300
125
RL 1.336
RL 1.227
RL 1.090
RL 1.110
RL 1.71
RL 1.82
DPM 1 NATURAL SURFACE LEVEL
10mm FULL DEPTH DPM OVER SAND BEDDING 2
COMPRESSIBLE 250
250 250
MATERIAL WITH A
RL 1.237
RL 1.200
RL 1.090
RL 1.110
RL 1.850
RL 2.290
RL 2.330
10 x 10 SEALANT ADDITIONAL LOWER LAYER DPM OVER SAND BEDDING
OF SL82 MESH, 800 WIDE.
CUT EVERY ALTERNATE WIRE
PROPOSED DRIVEWAY LEVEL
R16-400 H.D.G. DOWEL BARS, 400
AT JOINT LOCATION. MARK
LONG, IN DOWEL FORM SLEEVES
LOCATION ON FORMWORK.
WITH 16mm INSERTS ON BAR CHAIRS.
ch14.670
ch3.000
ch1.500
ch0.000
ch8.650
CHAINAGE
EXPANSION JOINT EJ1 CONTROL JOINT CJ1 SLAB THICKENING ST1
1:40 UNREDUCED AT A3 1:40 UNREDUCED AT A3 1:40 UNREDUCED AT A3
1:20 UNREDUCED AT A1 1:20 UNREDUCED AT A1 1:20 UNREDUCED AT A1
DRIVEWAY LONGITUDINAL SECTION
1:100 UNREDUCED NATURAL AT A3
1:50 UNREDUCED NATURAL AT A1
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A VENESS A VENESS
copyright in accordance with the McAVOY
JOHN BURGESS ARCHITECTS Designed Verified
PROPOSED NEW RESIDENCE EXTERNAL WORKS PLAN AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be [email protected]
H GRAY H GRAY 167 GYMPIE TCE NOOSAVILLE AND DETAILS Drawing Number
used for this specific project. 02 6687 1772 Approved
H GRAY
RPEQ No
18877
RDP 20560-S10
This drawing shall not be used 1/43 Byron St, BANGALOW NSW Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as 2481 Australia PO Box 61, Noosaville, QLD 4566
A 7.10.20 DRIVEWAY APPLICATION AV
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
7.10.20
ROL APPROVAL
OPW APPROVAL
VERT DATUM
RL MEASUREMENT BAR - INCREMENTS IN mm
10 of 11 A
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