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Plans 2155 01 S A FOR APPROVAL 06 11 2019
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Log in to see the plans as drawn INDICATIVE SET OUT ONLY. CONTRACTOR
TO ENSURE CROSSOVER MEETS COUNCILS
STANDARD DRAWINGS IPWEAQ RS-049 AND
RS-050
ES L2
L2 .1
FS
.15 5
MAINTAIN AND MAKE GOOD EXISTING NEW SLAB EXTENT FOR BIN STORAGE AREA.
ENTRANCES SIGNS SCREENING ASSESSMENT AND ANY
FS
LANDSCAPING SCOPE BY OTHERS
FS
L2
L2
ES
.34
.38
L2
DEJ
.27
GPIT1
FS
FS
1in8 SL 2.21
L
L2
ES
2.2
1in40
.30
L2
SJ IL 1.940
7
.30
FS
REUSE ONLY EXISTING PIPES
L2
ES
.30
L2
.2 SM2 IN GOOD CONDITION.
FS
6
SJ
L2
SJ
FS
DEJ EXTENT OF CARPORT PAVERS
.30
ES
L2
L
TO BE CONFIRMED ONSITE.
.27
2.1
9
FS
SJ
FS
L2
FS
L2
.2
FS
GPIT1
L2
7
FS
.19
FS
ES
L2
.3
SL 2.150
L
L2 ESL2
L2
.43
9
2.3
ES
.27
.20 .20
FS L2.26
SJ
ES
IL 1.710
2
L
DEJ
2.2
L2
SJ
DEJ
9
.26
FS
L2
.26
CONTRACTOR TO CONFIRM LEVELS AND TOP
ES
DEJ
L2
SOIL AROUND VERGE TO ENSURE ADEQUATE 150Ø STORMWATER NOM. 1in60
SJ
.30
FALL AWAY FROM ANY STRUCTURES AND
FS
MITIGATES ALL PONDING.
L
FS
2.3
FS
L2
6
L2.3
.32
DOWELS TO KERB AT INVERT
0
FS
AS PER IPWEAQ RS-050
L
FS
2.2
L2
7
SJ .27
FOUNDING NOTE
FS
L2
SJ
SAW CUT EXISTING CONCRETE PATH. EPOXY ALL DRIVEWAY SLABS TO HAVE BE COMPACTED TO 95% OF THE SJ
DEJ
.17
FIX NEW SLAB WITH N16 DOWELS 400 LONG MAXIMUM MODIFIED DRY DENSITY (95% MMDD), ALL SOFT SPOTS 3L11TM OR 2/N12 2000mm LONG TRIMMER
FS
WITH CHEMSET REO502 OR SIMILAR. TO REMOVED AND REPLACED AS PER EARTHWORKS NOTES ON BARS TYPICAL TO SLAB OPENINGS AND
L 2.3
FS
SHEET S110. REENTRANT CORNERS
LEGEND
ES
L2
6
FS
L2
.30
.25
L2
PIPE ARTICULATION
.30
EDGE THICKENINGS
ET1 300W x 300D EDGE THICKENING. 3-L11TM 50BTM COVER
FS
SM2 FORMED GARDEN EDGING, INDICATIVE EXTENTS ONLY. PLUMBING CONTRACTOR MUST INSTALL SLIP JOINTS
L2
FS
SJ
SM2
BETWEEN DOWN PIPES AND IN GROUND DRAINAGE.
.36
SJ
L2
EXTENTS TBC ON SITE BY SITE MANAGER. REFER DETAILS
.3
PROVIDE PLASTIC SWIVEL JOINT OR EQUIVALENT AND
0
BORED PIERS
BP1 300Ø BORED PIER WITH 4-N12 VERTICALS AND R6 LIGS @ 180 SLIP JOINTS BETWEEN SLAB/FOOTING PENETRATIONS
PITCH. MINIMUM 2000mm DEEP AND JUNCTIONS AND IN GROUND TANKS AND WELLS.
150Ø STORMWATER NOM. 1in60
FS
JOINTS
GENERAL NOTES - STORM WATER
L2
SJ
DEJ
.30
SJ SAW OR TOOL JOINT AS DETAILED
FS
DEJ DOWEL EXPANSION JOINT AS AS DETAILED L2 GPIT1
1. REFER SHEETS 110 & 111 FOR GENERAL NOTES, .36 SL 2.130
FS
LEGEND DETAILS, SCHEMATICS AND FIXTURE LEGEND.
ES
L2
IL 1.555
L2
.30
2. PROVIDE EXPANSION AND SWIVEL JOINTS TO ALL
.24
DENOTES 100mm THICK CARPORT SLAB - SL72
PIPE WORK UNDER BUILDING TO SUIT SITE SOIL
MESH 40 TOP COVER, PLACE ON VAPOUR DEJ
CLASSIFICATION. DEJ
BARRIER OVER 50mm COMPACTED BEDDING
FS
3. ALL FIXTURES, APPLIANCES AND APPARATUS 3L11TM OR 2/N12 2000mm
L2
SAND.
FS
SM2
CONNECTED TO THE PLUMBING SYSTEM ARE TO
.34
DENOTES 100mm THICK DRIVEWAY SLAB - SL72 LONG TRIMMER BARS.
L2
MESH 40 TOP COVER, PLACE ON VAPOUR HAVE WATERMARK CERTIFICATION OR COMPLY
.2 8
BARRIER OVER 50mm COMPACTED BEDDING WITH THE PLUMBING CODE OF AUSTRALIA PART A2.
SAND. 4. ALL ROOF AND STORM WATER DRAINAGE IS TO BE
FS
L2
DESIGNED, INSTALLED, TESTED AND LABELLED IN
.30
ACCORDANCE WITH AS/NZS 3500.3.2015 AND THE
STORM WATER LEGEND PLUMBING CODE OF AUSTRALIA REQUIREMENTS.
SLAB AND DRAINAGE PLAN
DEJ
SJ
SCALE 1:100
FS
GULLY PIT FS
FS
L2
L2
L2
.34
GPIT1 600x600 GRATED PIT WITH HEEL SAFE LID
LINE TYPE LEGEND .28
.15
LEVELS
ESL EXISTING SURFACE LEVEL STORMWATER DRAINAGE SJ
SJ 0 1 2 3 4 5m
FSL FINISHED SURFACE LEVEL FS 150Ø STORMWATER NOM. 1in60
L 2.3 SCALE 1:100 A3
FIL FINISHED INVERT LEVEL OF SWALE PROPOSED STORMWATER DRAINAGE
3
FS
SM2
ES
L
L2
2.2
.23
5
DEJ
SJ
FS
L2
CONTOUR
PLAN DETAILS: PLAN AMENDMENTS: 27 PLAN TITLE: .
Designed: JT
Rev Date Comment Altered Checked DRIVEWAY AND CARPORT RECTIFICATION
SLAB AND DRAINAGE PLAN - SHEET
Drawn:
Checked:
JT
BR
A 05/11/19 ISSUE FOR APPROVAL JT BR
83 NOOSA PARADE, NOOSA HEADS
A.B.N. 62 117 061 659
PO Box 474, Buddina 4575, Qld
6 Innovation Parkway, Kawana Waters 4575, Qld
Datum:
Date:
AHD
NOV 2019 ADVISORY SERVICES QLD FOR APPROVAL
Ph. (07) 5493 9777 Fax (07) 5493 6888 This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no part of it may in any form or by
Website: www.ContourCE.com.au Quality Assured
International 3rd Party Accredited
any means be reproduced, stored in a retrieval system or transmitted without the prior written permission of Contour Consulting Engineers. The plan shall not
be used for construction without prior written approval.
PLAN No: 2155 01 S 310 REVISION: A
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