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Plans 2155 01 S A FOR APPROVAL 06 11 2019
Plans and drawings
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SM2
ES
L2
L2
.23
.25
LEGEND
EDGE THICKENINGS
DEJ
SJ
ET1 300W x 300D EDGE THICKENING. 3-L11TM 50BTM COVER
FS SM2 FORMED GARDEN EDGING, INDICATIVE EXTENTS ONLY.
FS L 2.2
L2 7 EXTENTS TBC ON SITE BY SITE MANAGER. REFER DETAILS
.33 GPIT1 BORED PIERS
FS
FS F S
SL 2.120
L2
BP1 300Ø BORED PIER WITH 4-N12 VERTICALS AND R6 LIGS @ 180
L2 L2.
.32
ES
.25 25
IL 1.410 PITCH. MINIMUM 2000mm DEEP
L2
ISOLATION JOINTS TO ALL
.19
INTERFACING OF DRIVEWAY AND SJ
BUILDINGS OR STRUCTURES JOINTS
FS
SJ SAW OR TOOL JOINT AS DETAILED
L2
SJ DEJ DOWEL EXPANSION JOINT AS AS DETAILED
.27
LEGEND
SJ
DEJ
FS DENOTES 100mm THICK CARPORT SLAB - SL72
L2 MESH 40 TOP COVER, PLACE ON VAPOUR
FS
TIMBER STAIRS TO BE MAINTAINED .32
L2
AND MADE GOOD BARRIER OVER 50mm COMPACTED BEDDING
.25
SJ
SAND.
ALL GARDEN EDGING TO BE DENOTES 100mm THICK DRIVEWAY SLAB - SL72
150Ø STORMWATER NOM. 1in60 REPLACED WITH SM2 KERB MESH 40 TOP COVER, PLACE ON VAPOUR
FS
PROFILE WITH DRIVEWAY BARRIER OVER 50mm COMPACTED BEDDING
L2
SM2
SAND.
.13
POUR.
FS DEJ
DEJ
SM2
L2
STORM WATER LEGEND
FS
.33
L2
.25
FOUNDING NOTE
GULLY PIT
FS
TIMBER STAIRS TO BE MAINTAINED
L
ALL DRIVEWAY SLABS TO HAVE BE COMPACTED TO 95% OF THE GPIT1 600x600 GRATED PIT WITH HEEL SAFE LID
2.2
AND MADE GOOD
4
MAXIMUM MODIFIED DRY DENSITY (95% MMDD), ALL SOFT SPOTS LEVELS
TO REMOVED AND REPLACED AS PER EARTHWORKS NOTES ON ESL EXISTING SURFACE LEVEL
DEJ
SJ
SJ SHEET S110. FSL FINISHED SURFACE LEVEL
FIL FINISHED INVERT LEVEL OF SWALE
FS
FS
L2
L2
.33
.25
PIPE ARTICULATION
SM
2
FS
PLUMBING CONTRACTOR MUST INSTALL SLIP JOINTS
L2
FS
GPIT1
.34
SJ BETWEEN DOWN PIPES AND IN GROUND DRAINAGE.
L2
SL 2.100
2
ES
.25
PROVIDE PLASTIC SWIVEL JOINT OR EQUIVALENT AND
FS
SM
L2
IL 1.260 SJ
L2
.15
SLIP JOINTS BETWEEN SLAB/FOOTING PENETRATIONS
.11
AND JUNCTIONS AND IN GROUND TANKS AND WELLS.
SM2
GENERAL NOTES - STORM WATER
SJ
DEJ
ES
SJ
FS
L2
FS
1. REFER SHEETS 110 & 111 FOR GENERAL NOTES,
.11
L2
FS
L2
FS
FS
.05
L2 DETAILS, SCHEMATICS.
.34
L2
FS
L2 .25
.35
2. PROVIDE EXPANSION AND SWIVEL JOINTS TO ALL
L2
.28
.05
SJ PIPE WORK UNDER BUILDING TO SUIT SITE SOIL
BP
1
ET
CLASSIFICATION.
1
ES
3. ALL ROOF AND STORM WATER DRAINAGE IS TO BE
L2
SJ
.09
DESIGNED, INSTALLED, TESTED AND LABELLED IN
ACCORDANCE WITH AS/NZS 3500.3.2015 AND THE
PLUMBING CODE OF AUSTRALIA REQUIREMENTS.
SJ
150Ø STORMWATER NOM. 1in60
BP
1
ET1
LINE TYPE LEGEND
DEJ
SJ FS
SJ
SJ A L2 STORMWATER DRAINAGE
320 .05
ES
FS
L
DIRECT SLAB FALLS TO EXISTING
L2
PROPOSED STORMWATER DRAINAGE
2.3
.40
0
OVERFLOW SCUPPER DRAINS IN
BP
ET1
TIMBER RETAINING WALL
1
SJ
FS
FS
L2
L
.40
SM2
2.3
SJ
6
FS SM2
FS
L2 SJ
FS
L 2.4
.38 BP
L
FS
2.3
FS
0
1
L
L2
8
2.1
.16
6
CONNECT INTO EXISTING 375Ø STORMWATER PIPE. 0 1 2 3 4 5m
LOCATE AND REUSE EXISTING CONNECTION POINT. SLAB AND DRAINAGE PLAN
SCALE 1:100 SCALE 1:100 A3
CONTOUR
PLAN DETAILS: PLAN AMENDMENTS: 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 300 REVISION: A
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