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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 SCHEDULE OF HYDRAULIC DRAWINGS
DRIVEWAY AND CARPORT DWG DESCRIPTION
SLAB RECTIFICATION
2155 01 S 100 SITE PLAN & DRAWING SCHEDULE
2155 01 S 110 GENERAL STRUCTURAL NOTES
2155 01 S 111 GENERAL HYDRAULIC NOTES
83 NOOSA PARADE, NOOSA HEADS
2155 01 S 200 DEMOLITION SITE PLAN
2155 01 S 300 SLAB AND DRAINAGE PLAN - SHEET 1
2155 01 S 310 SLAB AND DRAINAGE PLAN - SHEET 2
STRUCTURAL DRAWING ISSUE 2155 01 S 320
2155 01 S 321
SLAB AND FOOTING DETAILS
SLAB AND FOOTING DETAILS
RPD
LOT 1-9
GTP910
PROPOSED REPLACEMENT
OF DRIVEWAY CROSSOVER
PROPOSED REPLACEMENT
OF DRIVEWAY AND CARPORT
SURFACES AND EXTENTS
UNIT 1
UNIT 2
UNIT 3 UNIT 9
ADE
UNIT 4
A PAR
NOOS
PROPOSED AUGMENTATION
UNIT 5 OF DRIVEWAY DRAINAGE
UNIT 6 UNITY WATER PLAN
UNIT 7
UNIT 8
SITE PLAN
NOT TO SCALE
CONTOUR
PLAN DETAILS: PLAN AMENDMENTS: PLAN TITLE:
Designed: JT
Rev Date Comment Altered Checked DRIVEWAY AND CARPORT RECTIFICATION
SITE PLAN & SCHEDULE OF DRAWIN
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 100 REVISION: A
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Page 2
DRAINAGE PATH DISCHARGE RUNOFF GEOTECHNICAL CONCRETE NOTES:
CLEAR OF BUILDING
A sub-soil investigations was undertaken at this site by Global Testing report No. 18/0717 this site has been 1. All workmanship and materials shall be in accordance with the requirements of the relevant current Australian
DRAINAGE PATH
classified as class 'P/M' in accordance with AS2870 - 2011. Standard Codes (AS3600-2001 & AS2870-1996), Building By-Laws and the ordinances of the relevant Local
GROUND PROPOSED The Building Works contractor must review this report and obtain confirmation from a geotechnical engineer Authority.
SLOPE RESIDENCE that the report is representative after site earthworks have been completed. 2. Concrete Specification
Refer to this report for details regarding: Application Conc Str (MPa) Max Slump (mm) Max Agg. Size (mm) Min. Cover (mm)
· Temporary batter slopes and positive support options for proposed excavations. Footings N25 80 (+20, -10) 20 50
· Water table levels and if De-watering of proposed excavations is required External Slab on ground N25 80 (+20, -10) 20 40
· Site drainage recommendations
A general description of various soil classification materials is listed in the following table. All concrete testing is to be carried out by a NATA registered laboratory, in strict accordance with the
requirements of AS1012. The following minimum testing schedule is to be adopted in addition to the
DISCHARGE RUNOFF SITE CLASS FOUNDATIONS requirements of the manufacturer's quality assurance program.
CLEAR OF BUILDING - A minimum of one test (3 cylinders) to be taken from each element cast on any given day (eg. Columns,
CLASS A Mostly sand and rock sites with little or no ground movement from moisture changes.
footings, etc)
CLASS S Slightly reactive clay sites with only slight ground movement potential from moisture changes. - A minimum of one test (3 cylinders) to be taken from each concrete strength grade cast on any given day.
- A minimum of one test (3 cylinders) to be taken from each 50m³ or part thereof cast on any given day for
Moderately reactive clay or silt sites which can experience moderate ground movement each strength grade.
CLASS M
potential from moisture changes. - All samples are to be taken from the agitator, on site, tested by a NATA registered laboratory and results
DRAINAGE PATH
DRAINAGE PATH
GROUND PROPOSED provided to the Engineer for review
SLOPE CLASS H1-H2 Highly reactive clay sites, which can experience high ground movement from moisture changes.
RESIDENCE 3. No penetrations, recesses or chases other than those shown on the structural drawings shall be made in
Extremely reactive sites, which can experience extreme ground movement from moisture concrete members without the approval of the Engineer.
CLASS E
changes. 4. Unless noted otherwise all formed edges and corners of concrete members shall have 20mm chamfers.
Sites which include soft soils, such as soft clay or silt or loose sands; uncontrolled fill; landslip Provide drip grooves to the perimeter of the soffits of all concrete members.
CLASS - P risk; mine subsidence; collapsing soils; soil subject to to erosion; reactive sites subject to
abnormal moisture conditions or sites which cannot be classified otherwise.
DISCHARGE RUNOFF DISCHARGE RUNOFF
CLEAR OF BUILDING CLEAR OF BUILDING
EARTHWORKS NOTES: CONCRETE SLABS:
Where any filling is carried out on the site after the completion of the site investigation and civil earth works, the Preparation:
TYPICAL SITE DRAINAGE LAYOUT following recommendation shall be followed:- 1. Subgrade to be proof rolled with any unsuitable material removed and replaced in accordance with
earthworks notes.
1. The site shall be stripped of all vegetation prior to the placement of any filling material.
2. Compaction Standards for filling material 2. Any filling under slab to be placed in accordance with earthworks notes.
A. Controlled Filling 3. Place and compact a 50mm layer of bedding sand under slab areas with 0.2mm vapour barrier over, tap and
(a) Sand filling up to 800 deep, placed in maximum 300 thick layers and compacted with a vibrating roller seal all joints.
to achieve a minimum Dynamic Cone Penetrometer reading of 13 blows per 300 penetration (refer AS 3. At penetrations in slabs, unless otherwise detailed reinforcement must not be cut but shall be gathered
1329.F3.3). Sand fill may be flooded if necessary to achieve this compaction standard, provided the water equally to each side of the penetrations and extra reinforcement provided between the penetrations as
DR can subsequently be drained from the site. directed by the Engineer.
AIN
AG (b) Non-sand filling up to 400 deep, placed in maximum 150 thick layers and compacted with a 4. During dry weather moisten timber formwork to assist curing of surfaces.
E PAT
H mechanical roller. Clay fill shall be moist during compaction. Placing:
(c) Controlled filling shall continue for at least 1 meter past the edge of the structure and shall be battered 1. Ensure no water is added to the concrete after initial batching.
back to the original surface with a slope of no more than 1:2 (Vert : Hor). 2. No concrete to be poured when site temperature exceeds 35° C or falls below 5° C.
(d) Where the depth of filling material exceeds that specified above, the filling material shall be 3. Constructions Joints or pour breaks where not shown on the approved plans or details shall be located and
formed to the approval of the Engineer
ATH
GROUND PROPOSED compacted as follows:-
SLOPE 4. Vibrate concrete during placement
P
RESIDENCE Sand fill to 70% Density Index in accordance with AS1329.E6.1
AGE
Non-sand fill to 98% Maximum Dry Density (Standard Compaction) in accordance with AS1329 cl 5.4.1 Curing:
1. Curing by continuous wetting and/or covering for a period of not less than 7 days
DRAIN
Compaction tests shall be carried out on each layer as the filling is placed and results provided to the
or by application of an appropriate sprayed membrane curing compound.
Engineer for approval.
2. Retain form work as long as possible on vertical surfaces
Increased crack control methods:
DISCHARGE RUNOFF REINFORCEMENT NOTES: 1. Use of low shrink concrete with a design shrinkage strain less than 650x10-6
2. Concrete should not be placed when maximum daily temperatures are expected to rise
CLEAR OF BUILDING 1. All workmanship and materials shall be in accordance with the requirements of the relevant current Australian over 30°C or when site wind speeds are expected to exceed 15 knots.
Standard Codes (AS3600-2001 & AS2870-1996), Building By-Laws and the ordinances of the relevant Local Tiling:
DRAINAGE LAYOUT FOR WET SITES Authority. 1. Where floor slabs are to be tiled, the following recommendations are made, in order to minimize the effects of
2. Reinforcement is presented diagrammatically. It is not necessarily shown in true projection. shrinkage:-
3. Provide the Engineer with 48 hours notice of reinforcement being ready for inspection. - Provision of SL92 slab mesh (or equivalent).
4. No concrete is to be poured without the prior approval of the Engineer. - Placement of tiles should be delayed for as long as possible (preferably for at least 3 months)
ADDITIONAL SPOON
5. Splices in reinforcement shall be made only in the positions shown. Where not specified, laps shall be in - Use of elastic tile adhesives and provision of flexible joints between tiles at regular centres and over slab
DRAIN REQUIRED IF
accordance with AS3600 and not less than: N12 - 400, N16 - 500, N20 - 650, N24 -800, N28 - 1100, N32 - joints.
FACE LIKELY TO SCOUR
1400, N36 - 1700.
6. Welding of reinforcement will not be permitted.
7. Reinforcement must not be continuous through construction joints.
PROPOSED
8. Spacement of sufficient "stools" under main bottom and top reinforcement to allow adequate support in
RESIDENCE
correct position during concreting (but not generally greater than 900mm spacings).
9. Supply and lay steel fabric in flat sheets at splices. Provide 225 minimum overlap of transverse wires to all
edges of slab fabric laps. (ie two wires of each sheet overlapping plus 25mm)
SPOON DRAIN 10. Provide 'L' bars to all beam corners and intersections. 500 minimum laps.
FFL OF SLAB TO BE SET AT 11. Reinforcement Symbols:
(DRAINAGE PATH)
SUITABLE HEIGHT TO SUIT N Grade 500 MPa Deformed Bar
DRAINAGE CONDITIONS SL Grade 500 MPa Deformed Slab Mesh
Y Grade 410 MPa Deformed Bar
S Grade 250 MPa Deformed Bar - Pool Construction
SURFACE DRAINS ALONG LINE OF SLOPES R Grade 250 MPa Plain Bar
FORMWORK
GROUND All form work design and support to be undertaken by the contractor.
SLOPE Refer Architectural specifications for finishes.
Unless noted otherwise all formed edges and corners of concrete members shall have 20mm chamfers.
DRAINAGE PATH Provide drip grooves to the perimeter of the soffits of all concrete members.
PROPOSED
RESIDENCE
DRAINAGE LAYOUT FOR CUT AND FILL SITES
NOTE:
ENSURE SITE DRAINAGE IS MAINTAINED DURING AND POST CONSTRUCTION
CONTOUR
PLAN DETAILS: PLAN AMENDMENTS: PLAN TITLE:
Designed: JT
Rev Date Comment Altered Checked DRIVEWAY AND CARPORT RECTIFICATION
STRUCTURAL NOTES
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 110 REVISION: A
Page 3
STORMWATER DRAINAGE
MINIMUM PIT SIZE vs DEPTH GENERAL
Drains:
DEPTH SIZE Provide stormwater drains to connect downpipes, surface drains, subsoil drains and drainage pits to
<600 450x450 the outlet point or point of connection.
600-900 600x600 Downpipe connections:
900-1200 600x900 Turn up drain lines with bends to meet the downpipe, finishing 50 mm (nominal) above finished ground
>1200 900x900 or pavement level. Provide sealed expansion couplings between downpipes and drains.
Pipe Materials:
Stormwater pipe to be F.R.C. or U.P.V.C. class SH in accordance with AS3500.3 Connection to kerb
to be galvanised RHS in accordance with AS1074 with minimum coating mass of 500g/sqr.m
PROVIDE CONCRETE U.N.O. GALVANISED
Identification:
MOWING STRIP TO PEDESTRIAN SAFE LID TO
Lay a detectable strip or plastic tape in the trench after pipelaying, testing and initial backfilling.
INLET PERIMETER SUIT TRAFFIC LOADING PIPE UNDERLAY
General:
Bed piping on a continuous underlay of bedding material, at least 75 mm thick after compaction.
Grade the underlay evenly to the gradient of the pipeline.
Chases:
PIT DEPTH
If necessary, form chases to prevent projections such as sockets and flanges from bearing on the
trench bottom or underlay.
PIPE SURROUNDS
MIN 20mm FALL General:
THROUGH PIT Place the material in the pipe surround in layers 200 mm loose thickness, and compact without
damaging or displacing the piping. Anchor blocks If necessary, provide anchor blocks which restrain
lateral and axial movement of the pipelines at junctions and changes of grade or direction.
ENCASEMENT
General:
PIT SIZE PRECAST CONCRETE OR If necessary, encase the pipeline in concrete at least 150 mm above and below the pipe, and 150 mm
POLYPROPYLENE PIT TO each side or the width of the trench, whichever is the greater. Use Grade N20 concrete to AS 1379.
SUIT TRAFFIC LOADING SUBSOIL DRAINS
TYPICAL S/W PIT General:
Provide subsoil drains to intercept groundwater seepage and prevent water build-up behind walls and
NOT TO SCALE
under floors and pavements. Connect subsoil drains to surface drains or to the stormwater drainage
system as applicable.
Pipe Size & Class:
100mm minimum diameter in accordance with AS2439.1
Pipe depth:
Provide the following minimum clear depths, measured to the crown of the pipe, where the pipe
passes below the following elements:
· 100 mm below formation level of the pavement, kerb or channel.
· 100 mm below the average gradient of the bottom of footings.
· 450 mm below the finished surface of unpaved ground.
Jointing:
At junctions of subsoil pipes provide tees, couplings or adaptors to AS 2439.1.
Trench width:
Minimum 450 mm.
Pipe underlay:
Grade the trench floor evenly to the gradient of the pipeline. If the trench floor is rock, correct any
irregularities with compacted bedding material. Bed piping on a continuous underlay of bedding
material, at least 75 mm thick after compaction. Lay the pipe with one line of perforations at the
bottom.
Chases:
If necessary, form chases to prevent projections such as sockets and flanges from bearing on the
trench bottom or underlay.
Pipe surrounds:
Place the material in the pipe surround in layers 200 mm loose thickness, and compact without
damaging or displacing the piping.
Depth of overlay:
· To the underside of the bases of overlying structures such as pavements, slabs and channels.
· To within 150 mm of the finished surface of unpaved or landscaped areas.
Filter fabric:
Provide polymeric fabric formed from plastic yarn composed of at least 85 by weight propylene,
ethylene, amide or vinyledenechloride, and containing stabilisers or inhibitors which provide resistance
to deterioration due to ultraviolet light.
Marking:
To AS 3705. Protection: Provide heavy duty protective covering. Store clear of the ground and out of
direct sunlight. During installation do not expose the filter fabric to sunlight for more than 14 days.
Filter socks:
Provide polyester permeable socks capable of retaining particles of 0.25 mm size. Securely fit or join
the sock at each joint.
PITS
General:
Finish to exposed surfaces. Co-ordinate finishes with landscape Architect, provide a smooth,
seamless finish, using steel trowelled render or concrete cast in steel forms.
Corners:
Cove or splay internal corners. Metal access covers and grates Standard: To AS 3996.
Cover levels:
Top of cover or grate, including frame:
· In paved areas: Flush with the paving surface.
· In landscaped areas: 25 mm above finished surface.
CONTOUR
PLAN DETAILS: PLAN AMENDMENTS: PLAN TITLE:
Designed: JT
Rev Date Comment Altered Checked DRIVEWAY AND CARPORT RECTIFICATION
HYDRAULIC NOTES
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 111 REVISION: A
Page 4
REMOVE EXISTING GARDEN, AND
TIMBER EDGING. EXTEND BIN
STORAGE BY 2m.
RETAIN GARDEN STRIP AND PALM
TREE. MAINTAIN TIMBER PLANTER
BOX (APPRX. 350mm HEIGHT)
REMOVE EXISTING GARDEN,
SAW CUT AND REMOVE EXISTING PALM TREES AND TIMBER
DRIVEWAY SLAB EDGING. REMOVE EXISTING GARDEN,
PALM TREES AND TIMBER
EDGING.
SAW CUT AND REMOVE EXISTING
PATH SLAB TO NEAREST JOINT REMOVE EXISTING GARDEN,
REMOVE AND REPLACE PALM TREES AND TIMBER
EXISTING GARDEN EDGING. EDGING.
REMOVE AND REPLACE
REMOVE AND REPLACE
EXISTING STORMWATER PITS
EXISTING GARDEN EDGING.
REMOVE AND REPLACE
EXISTING GARDEN EDGING. HATCHING DENOTES EXTENT
OF EXISTING DRIVEWAY
PAVERS TO BE REMOVED.
REMOVE AND REPLACE
EXISTING GARDEN EDGING.
REMOVE AND REPLACE
EXISTING GARDEN EDGING.
MAINTAIN EXISTING TIMBER
RETAINING WALL, DECK AND
STEPS.
LINE TYPE LEGEND
EXISTING STORMWATER DRAINAGE
REMOVE EXISTING GARDEN,
PALM TREES AND TIMBER
EDGING.
DEMOLITION PLAN 0 2.5 5 7.5 10 12.5m
SCALE 1:250
SCALE 1:250 A3
CONTOUR
PLAN DETAILS: PLAN AMENDMENTS: PLAN TITLE:
Designed: JT
Rev Date Comment Altered Checked DRIVEWAY AND CARPORT RECTIFICATION
DEMOLITION PLAN
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 200 REVISION: A
Page 5
FS
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
Page 6
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
Page 7
ISOLATION JOINT TO EXISTING RETAINING 75 75
WALL. COMPRESSIBLE FULL DEPTH FILLER
TO JOINT WITH FLEXIBLE SEALANT OVER
NEW EDGING TO GARDEN BEDS
THROUGHOUT. HAND FORMED
N12 TRIMMER BAR
DRIVEWAY SLAB EXISTING DRAINAGE SM2 PROFILE WITH SLAB POUR.
TO SLAB EDGE
PIPES TO BE RETAINED SAW JOINTS TO EDGING AT 3m
150
AND MADE GOOD. cts TYPICALLY.
N12 TRIMMER BAR
75
100
300
100
REINFORCE AS
ET1
PER SCHEDULE 50
4-N12 TIE BARS
Ø300
4/N12 VERTICAL
R6-180 LIGS
TYPICAL SM2 EDGING DETAIL
NOT TO SCALE
BORED PIER - BP1
EXISTING TIMBER SCALE 1:20
RETAINING WALL TO
2000min
BE MAINTAINED AND
MADE GOOD. 10mm APPROVED FLEXIBLE SEALANT OVER
FULL DEPTH COMPRESSIBLE FILLER INSTALLED
FOUND INTO STIFF MATERIAL TO MANUFACTURERS SPECIFICATIONS
MIN. 500 BELOW CANAL BANK & 75
CANAL SAND BANK
MIN. 150 kPa BEARING CAPACITY
N12 TRIMMER BAR
FGL R6
EXISTING BUILDING OR
STRUCTURE.
100
BP1
300 NOM. 10mm OFFSET 'IJ' ISOLATION JOINT
DIA. NOT TO SCALE
SECTION A
SCALE 1:20 300
NOTE
IT IS THE CONTRACTOR'S RESPONSIBILITY
TO MAINTAIN ALL BARS PERPENDICULAR
TO THE JOINT DURING CASTING 10mm APPROVED FLEXIBLE SEALANT
INSTALLED TO MANUFACTURERS
SPECIFICATIONS
10mm APPROVED FLEXIBLE SEALANT OVER
FULL DEPTH COMPRESSIBLE FILLER INSTALLED SAW CUT SLAB 30 DEEP
TO MANUFACTURERS SPECIFICATIONS N12 TRIMMER BAR MUST BE 6
(6mm X 30 DEEP) WITHIN 3 SAW CUT
75 75 PARALLEL TO AND ACCURATELY
LOCATED 75mm (±10mm) EACH
HOURS OF CONCRETE POUR.
R12 GALVANISED DOWELS
400 LONG AT 600 CTS SIDE OF JOINT .
R6
100
DANLEY CRACK INDUCER
240 LONG SLEEVED DOWEL CUT 100 FROM EVERY TRANSVERSE
SYSTEM IN SECOND POUR WIRE CENTRALLY UNDER JOINT.
NAILED TO FORMWORK
'DEJ' DOWEL EXPANSION JOINT 'SJ' SAW OR TOOL JOINT
NOT TO SCALE 0 0.2 0.4 0.6 0.8 1m
NOT TO SCALE
SCALE 1:20 A3
CONTOUR
PLAN DETAILS: PLAN AMENDMENTS: PLAN TITLE:
Designed: JT
Rev Date Comment Altered Checked DRIVEWAY AND CARPORT RECTIFICATION
SLAB AND FOOTING DETAILS
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 320 REVISION: A
Page 8
N12 CORNER BAR T&B
FULL LAP TO BEAM
<200
REINFORCEMENT.
N12 CORNER BAR T&B
N12 CORNER BAR T&B
FULL LAP TO BEAM
FULL LAP TO BEAM
REINFORCEMENT
REINFORCEMENT
0
MAX SLOPE 1:1
GROUND BEAMS GROUND BEAMS
TYPICAL FOOTING ON GRADE
CORNER DETAIL INTERSECTION DETAIL SCALE 1:20
SCALE 1:20
SCALE 1:20
TYP. FABRIC LAP WITH
REVERSED SHEETS
AND CUT CORNERS
NOTE: SHEET 2
RECOMMENDATION IS MADE THAT THE
HOUSE SEWER LINE UTILISE 200mm
SLIPJOINTS BETWEEN JUNCTIONS
PITCH + 25mm SHEET 1
FGL
TYP. LAP ELEVATION
PLASTIC SWIVEL JOINT
OR EQUIVALENT
NOTE :
3 LAYERS OF WIRE
EVEN AT CORNERS
TYPICAL RECOMMENDED PIPE REINFORCEMENT LAPS
SERVICES THROUGH SLAB N12 .....500
NOT TO SCALE N16 .....650
N20 .....800
MESH .....2 CROSS WIRES + 25MM
FABRIC LAP DETAILS
NOT TO SCALE
0 0.2 0.4 0.6 0.8 1m
SCALE 1:20 A3
CONTOUR
PLAN DETAILS: PLAN AMENDMENTS: PLAN TITLE:
Designed: JT
Rev Date Comment Altered Checked DRIVEWAY AND CARPORT RECTIFICATION
SLAB AND FOOTING DETAILS
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 321 REVISION: A