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109 Gympie Terrace Noosaville APPLICATION · MCU16/0103
Attached to the e-mail MCU16/0103 & OPW16/0199 Development Application - 109 Gympie Terrace Noosaville.
PLANNING REPORT Application for a Development Permit for Material Change of Use and Operational Works for Multiple Housing - Type 2 Duplex Address: 109 Gympie Terrace, Noosaville Lot 5 on RP79817 Applicants: Deirdre Williams and Maurice Farrell Contact Details natani design pty ltd Contact: Nathan Kenzler Address: PO Box 1901, Noosaville BC, Qld, 4566 Phone: 0403 191 223 Email: [email protected]
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Planning Report - 109 Gympie Terrace, Noosaville for Deirdre Williams and Maurice Farrell
Table of Contents
1.0 Introduction........................................................................................................................ 3
2.0 Site ..................................................................................................................................... 4
2.1 Character of the Site............................................................................................................ 4
2.2 Site locality and description................................................................................................. 5
2.3 Surrounding land uses......................................................................................................... 6
2.4 Existing Infrastructure Servicing the Site ............................................................................ 6
2.5 Site Contamination.............................................................................................................. 6
3.0 Proposed Development .................................................................................................... 6
3.1 Built Form ........................................................................................................................... 7
3.2 Access and Parking ............................................................................................................ 7
3.3 Private Open Space ............................................................................................................ 7
3.4 Landscaping ....................................................................................................................... 7
3.5 Waste Management ............................................................................................................ 7
3.6 Services .............................................................................................................................. 7
4.0 State Planning Legislation ............................................................................................... 8
4.1 State Planning Regulatory Provisions ................................................................................ 8
5.0 Planning Scheme .............................................................................................................. 8
5.1 Defined Use......................................................................................................................... 9
5.2 Level of Assessment ........................................................................................................... 9
5.3 Overlays .............................................................................................................................. 9
5.4 Codes ............................................................................................................................... 10
5.4.1 Noosaville Locality Code................................................................................................ 10
5.4.2 The Noosa Plan Technical Parameters.......................................................................... 10
5.5 Non- complying Elements.................................................................................................. 11
6.0 Conclusion ..................................................................................................................... 11
Appendix A: Architectural Plans - prepared by natani design pty ltd
Appendix B: Operational Works Plans - prepared by SCG Consulting Engineers
Appendix C: Landscape Plan - prepared by natani design pty ltd
Appendix D: Survey Plan - prepared by Max Watterson + Associates
Appendix E: Flood Certificate - by Noosa Council
Appendix F: Residential Uses Code
Appendix G : Noosaville Locality Code
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Planning Report - 109 Gympie Terrace, Noosaville for Deirdre Williams and Maurice Farrell
1.0 Introduction
This planning report has been prepared on behalf of Deirdre Williams and Maurice Farrell in
support of an Application for a Development Permit for Material Change of use Multi
Housing Type 2 Duplex and Operational Works car parking, access, erosion control,
stormwater and landscaping. The subject site is on the land described as Lot 5 on RP79817,
situated at 109 Gympie Terrace, NOOSAVILLE 4566.
The Current Registered Landowners of the subject site have provided written consent to the
lodgement of this development application by signing the Owner’s Consent Form which
accompanies this Planning Report.
Accompanying this Planning Report are completed forms:
IDAS Form 1 – Application Details,
IDAS Form 5 – Material Change of Use Assessable against a Planning Scheme
IDAS Form 6 – Operational Works
Owners Consent Letter
The subject site incorporates an area of 607 square metres, and is situated within the
Attached Housing Zone, as identified in accordance with the Zone Maps of The Noosa Plan.
The proposed development is a consistent use in the Attached Housing Zone as determined
in accordance with Table 11.3 of the Noosaville Locality Plan – Assessment Categories
and Relevant Assessment Criteria for the Attached Housing Zone – Making a Material
Change of Use.
The proposal is deemed a code assessable development under the provisions of the Noosa
Plan 2006 and the Sustainable Planning Act 2009.
This Planning Report describes the characteristics of the site, the surrounding land uses,
and the proposed development. This report also provides an assessment of the
development proposal against the applicable planning provisions.
This report should be read in conjunction with the supporting information included within the
Figures and Appendices, the plans and/or specifications of the proposed development, and
the attached IDAS Application Forms.
Site Details
Address 109 Gympie Terrace, NOOSAVILLE 4566
Real Property Description Lot 5 on RP79817
Subject Land Area 607m²
Current Use of Site Dwelling
Easements nil
Local Authority Noosa Shire Council
Planning Instrument The Noosa Plan (16 September 2013)
South East Queensland Regional Plan Designation
Land Use Category/ Strategic Area Urban Footprint
Overlays Natural Hazard: Flooding & Acid Sulphate (5m AHD or below)
Planning Scheme Designations
Locality Noosaville
Land Use Zone Attached Housing
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Planning Report - 109 Gympie Terrace, Noosaville for Deirdre Williams and Maurice Farrell
Application Details
Applicant Deirdre Williams and Maurice Farrell
Proposal Material Change of Use for Multiple Housing - Type 2 Duplex and Operational
Works
Application Type Development Permit
Level of Assessment Code Assessment
The report concludes that the proposed use and resultant building form is consistent with the
character envisaged for the area by residents and the Noosa Plan. The report recommends
that Council approve the application.
2.0 Site
2.1 Character of the Site
The subject site comprises a rectangular parcel of land located at 109 Gympie Terrace,
Noosaville and described as Lot 5 on RP79817 Parish of Weyba (to be known as the site).
The site is relatively flat, has an existing dwelling located towards the front of the site and
surrounded by amenity landscaping. The figure below detail the sites location.
Figure 2.1: Site location
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Planning Report - 109 Gympie Terrace, Noosaville for Deirdre Williams and Maurice Farrell
2.2 Site and Locality Description
Road Frontage The site has a road frontage to Gympie Terrace of approximately 15m.
Topography The site is relatively flat and falls slightly to the South West corner of the lot.
Figure 2.1: Site Frontage
Figure 2.2: Aerial View of the Site
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Planning Report - 109 Gympie Terrace, Noosaville for Deirdre Williams and Maurice Farrell
2.3 Surrounding Land Uses
North - detached house in Attached Housing Zone
Adjoining the site to the West is multiple housing in the Attached Housing Zone.
Adjoining the site to the East is a detached house in the Attached Housing Zone.
Adjoining the site to the South is the Noosa Sea Scouts Grounds in the Open Space
Recreation Zone.
2.4 Existing Infrastructure Servicing the Site
The subject site is serviced by standard community infrastructure including reticulated water supply and
sewerage, underground telecommunications and overhead electricity supply, bitumen roadways and
kerb and channel.
2.5 Site Contamination
The site is to the best of our knowledge is not known to be contaminated.
3.0 Proposed Development
This application seeks a development permit for a material change of use for Multiple
Housing - Type 2 Duplex. The material change of use of the premises is a code assessable
development under the 2006 Noosa Planning Scheme. Plans have been prepared by Natani
Design and included as Appendix A .
The applicant also seeks approval for Operational Works (car parking, access, erosion control,
stormwater and landscaping). Proposal plans for these works are included in Appendix B and
Appendix C.
3.1 Built Form
The proposed Duplex involves the construction of a two Units, each comprising three
bedrooms. The Upper levels contain the Bedrooms and Bathroom, the lower level contains the
Living, Kitchen and Dining areas. The units are separated by a common party wall. Each unit
contains one Garaged and one open car parking space, with direct access to that unit.
Each unit has a defined entry area that leads to an open plan living dining and kitchen area.
These living areas have direct access to a terrace and an individual pool for each unit.
The second level of the units comprises the bedrooms including the master bedroom and
ensuite which are located to the rear of the site. A second upper level bathroom is provided for
the remaining bedrooms on the upper level.
The building adopts a contemporary design and proposes to utilise a range of high quality
materials and
finishes which include:
• Rendered and painted block work;
• Rendered and painted FC sheeting;
• Rendered and painted FC sheeting with feature Aluminium 'Timber look' beading;
• Aluminium framed windows; and
• Colorbond roofing and guttering.
The proposed duplex is two storeys with a maximum height of 9.095m above natural ground
level. The facade of the proposal is well articulated consisting of a variety of pitched roofs,
window awnings, privacy screens, eaves, roof overhangs and building materials to provide
visual interest and to ensure a positive contribution to residential amenity and design quality.
The built form respects the scale and the character of the streetscape and surrounding
development, and expresses a coastal building style that integrates with the landscape and
topography.
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Planning Report - 109 Gympie Terrace, Noosaville for Deirdre Williams and Maurice Farrell
3.2 Access and Parking
Access to the site is via an exposed aggregate concrete vehicle crossover from Gympie
Terrace. The driveway is expected to comply with standard drawings RS-049 and RS-
050 for residential driveways. The proposal provides a turning area to ensure that all
vehicles are able to enter and exit the site in a forward gear in accordance with AS2890.1 for
residential access. The driveway will have a minimum width of 3.5 m, therefore complying
with the requirements of AS2890.1.
Each of the two villas is provided with a single garage and an open car parking space for
visitor car parking; making for a total of four car parking spaces on site, therefore exceeding
the requirements of The Driveways and Car parking Code. The garages are compliant
with the requirements of AS2890.1; exceeding the requirements for minimum internal
dimensions and door widths.
Additionally, being a duplex, the proposal is not expected to have any adverse impact on the
local road network in terms of traffic generation, and the proposal’s provision of ample off-
street parking will ensure that there is no adverse impact in terms of on-street parking
demand.
3.3 Private Open Space
Each unit is provided with private open space in the form of a terrace and an enclosed pool
area that is accessible from within the unit. The private open space areas are of adequate size
and dimensions to meet the needs of occupants and to satisfy and are clearly separated from
the public realm.
3.4 Landscaping
The proposal will include high quality soft landscaping treatments consisting of an
appropriate range of plant species. The soft landscaping area will contribute positively to the
visual amenity and landscape character of the area.
A landscaped plan has been prepared for the site and includes to include the following
concepts:
• Dense screen planting along front of site, including planter boxes integrated into the front
fence;
• Specimen trees to front of site ; and
• Landscape buffer along the side and rear boundaries of the subject site.
The proposal uses native plant species selected from Noosa Planning Scheme Policy 3 -
Landscaping Planted & Guidelines to support the natural landscape character of the area. A
landscaping plan is included in Appendix C.
3.5 Waste Management
The proposal includes a screened area for the storage of one general waste wheelie bin and
one recycling wheelie bin per unit. The screened bin storage area is accessed via a gate
from the driveway, and is appropriately located to facilitate easy wheeling of the bins to the
kerbside on collection days.
3.6 Services
All urban infrastructure services (reticulated water supply, sewerage, electricity, stormwater
and telecommunications) are available to the site.
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Planning Report - 109 Gympie Terrace, Noosaville for Deirdre Williams and Maurice Farrell
4.0 State Planning Legislation
The proposal is for an urban activity within the Urban Footprint, and is located outside the
Koala Assessable Development Area. The proposal is compliant with the relevant State
Regulatory Planning Provisions.
4.1 State Planning Regulatory Provisions
The site is not mapped as being affected by any of the State Planning Policy’s state interests
and is consistent with relevant Policy.
5.0 Planning Scheme
Under The Noosa Plan (16 September 2013), the site is located within the Attached Housing
Zone - Noosaville locality.
The Noosa Council has adopted the use of the outcomes of the Semi-Attached Housing
Code where a Duplex is being constructed on a Attached Housing Zone.
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Planning Report - 109 Gympie Terrace, Noosaville for Deirdre Williams and Maurice Farrell
Figure 5.0 - Extract from Noosa Council Planning Maps
5.1 Defined Use
In accordance with Part 2 of The Noosa Plan, the defined use of the proposed development
is Multiple Housing – Type 2 Duplex:
• Multiple Housing – Type 2 Duplex: the use of premises for two dwelling units either
attached or detached, on one lot where the use does not fall under Multiple housing
Type 1 Relative or employee.
5.2 Level of Assessment
The assessment table for the Attached Housing zone indicates that a Type 2 Duplex is code
assessable development.
Under Section 313 of the Sustainable Planning Act 2009 an Assessment Manager must limit
its assessment to the following matters for code assessable applications:
(a) the State planning regulatory provisions;
(b) the regional plan for a designated region, to the extent it is not identified in the
planning scheme as being appropriately reflected in the planning scheme;
(c) any applicable codes, other than concurrence agency codes the assessment manager
does not apply, that are identified as a code for IDAS under this or another Act;
(d) State planning policies, to the extent the policies are not identified in—
(i) any relevant regional plan as being appropriately reflected in the regional plan; or
(ii) the planning scheme as being appropriately reflected in the planning scheme;
(e) any applicable codes in the following instruments—
(i) a structure plan;
(ii) a master plan;
(iii) a temporary local planning instrument;
(iv) a preliminary approval to which section 242 applies;
(v) a planning scheme;
(f) if the assessment manager is an infrastructure provider—the priority infrastructure
plan.
5.3 Overlays
A review of the Noosaville Overlay Maps has determined that the site is subject to
Natural Hazards Bushfire Acid Sulfate Soils and Slide Hazard Overlay [Acid Sulfate Soils (5m
AHD or below)], and Proposed Flood Hazard Overlay Extents 2016 { FloorMin_new]. A
minimum Floor level of 2.850m AHD has been specified, exceeding the requirements as
provided by Noosa Council Flood Information Certificate (refer to Appendix E)
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Planning Report - 109 Gympie Terrace, Noosaville for Deirdre Williams and Maurice Farrell
5.4 Codes
Division 5—Assessment table for the Attached Housing Zone16, Noosaville locality,
Table 11.3 ASSESSMENT CATEGORIES AND RELEVANT ASSESSMENT CRITERIA FOR THE
ATTACHED HOUSING ZONE - MAKING A MATERIAL CHANGE OF USE17,
specifies the following Codes as applicable for assessment of Type 2 Duplex:
• Noosaville Locality Code
• Residential Uses Code
• Landscaping Code
• Engineering Works Code
5.4.1 Noosaville Locality Code
From the Noosaville Locality Code, 11.8.2 Division 16—Overall outcomes for the Noosaville
Locality.
q) For the Detached Housing Zone—single detached housing prevails which maintains—
i low rise, low density development form;
ii a high level of residential amenity consistent with the varied character of the locality’s residential
neighbourhoods;
iii allotment sizes and densities which are consistent with the character of the particular neighbourhood;
iv building styles befitting the character of the locality and the regional climate, and which respond to,
and are integrated with, natural site characteristics including native vegetation;
v various styles and eras depicting a cross section of architectural development and the history of
Noosaville; and
vi landscaping amongst buildings, retaining trees and vegetation wherever practical;
r) For the Semi-Attached Housing Zone—residents are accommodated in semi-Attached housing
forms that—
i offer a high level of residential amenity, design quality and safety; and
ii are located within convenient access to the major road network, goods and services and employment
centres;
5.4.2 The Noosa Plan Technical Parameters
Criteria Planning Scheme Proposal Complies
Population Density 6.6 6.6 ✓
Gross Floor Area (0.45:1 max) 606.62m² 273.13m² [45%] ✓
& Plot Ratio x 0.45 = 273m²
Site Cover 606.62m² x 40%max = 243.48m² [40%] ✓
242.648m²
Landscaping - 6.6 x 30% = 198m² 173 m² Refer Section 5.5
60% soft landscaping 60%min
Boundary Setbacks
Road 6m 6m 6.654m ✓
Rear 6m 6m 7.783m ✓
Side (West) 1.5m & 2m 1.528m, 2.008m
✓
Side (East) 1.5m & 2m 1.528m, 2.008m
✓
Roof form - 5 degree minimum 15 degrees and 27.5 ✓
pitch degrees ✓
- 600 mm eaves 75% min
Building Height Refer to Section 5.5
- Storeys 2 Storeys 2 storeys
- measurement 8.0m max. 9.095m max
Length of wall • 15 metres with one • 10.2m max ✓
design element
• variation in roof forms • Roof varies ✓
• segmented balconies • No balconies ✓
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Planning Report - 109 Gympie Terrace, Noosaville for Deirdre Williams and Maurice Farrell
• no more than 4 • 2 attached units ✓
attached dwelling units
Car parking 1 covered space per 2 covered spaces ✓
dwelling unit
and 1 spaces for visitor 2 uncovered spaces ✓
parking
5.5 Non- Complying Elements
The proposal generally complies with Planning Scheme requirements except in relation to the
side setbacks for the Front Feature beam and columns, one on each side boundary. These
columns are 6.6m back from the front boundary. The columns are 400mm long and 3.9m high
above the natural ground level. They will appear much shorter and in proportion from the
street aspect. Considering Duplexes are proposed to the sites on both side of the proposed
development, and these will have to build up to the minimum floor level of 2.8m AHD (approx
1.8m above natural ground level), the height of these columns above finished ground level will
be considerable lower.
The proposal does not comply in regard to minimum Landscape area. As the site is narrow
and long, and a large portion is taken up with the driveway to ensure forward gear entry and
exit from the site. The Front and rear of the property will be heavily landscaped to counter this.
The proposal does not comply in regard to filling of the site. As the required finished floor level
is approximately 1.8m above the natural ground level, we are proposing to grade the driveway
up to a garage level 2.25m AHD (approx 1.1m above natural ground level). The rear of the
land is fill to a height of 2.3m AHD, which is approx 1.2m above natural ground level. This will
drop to 2.2m AHD towards the boundary. Much of the rear open space will be displaced by the
pool. The only place that fill is placed further than 1.m from a structure id between the rear
terrace and the pool (1.25m from the Terrace and 1.25m from the pool). If no fill were provided
here, a dangerous gully would be created between the pool and the Terrace, causing a
danger when access the pool.
The proposal does not comply in regard to height. The heighest point above the natural
ground level is 9.095m towards the rear of the site. The ridge hieght is proposed at 10.185m
AHD where the natural ground level is 1.090m AHD giving an overall height of 9.095m. The
required finished floor level 2.800AHD take 1.090m AHD reduces the 8.0m maximum height
by 1.71m which would bring the height well below the 8.0m limit if there were no floor height
requirement. The duplex is stepped back and stacked to reduce the visual impact of the
proposal. Consideration should also be taken for the proposal new neighbouring duplexes as
they will be high for the same reasons. Unfortunately, the two storey configuration is
necessary as the site is so narrow to fit the requirements into a single storey configuration.
6.0 Conclusion
This application has been prepared for Deirdre Williams and Maurice Farrell in support of an
Application for a Development Permit for Material Change of Use and Operational Works for
Multiple Housing - Type 2 Duplex on land described as Lot 5 on RP79817, 109 Gympie
Terrace, Noosaville.
The proposal generally complies with the requirements of State Planning and the Noosa Town
Plan and conforms to the Noosaville Locality and is consistent with the performance
provisions of the semi-attached zone.
Therefore, it is recommended that Council approval of the application is warranted.
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Appendix A - Architectural Plans by natani design [OCR of page images] Appendix A - Architectural Plans by natani design
Page 13
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DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Deirdre Williams & Maurice Farrell
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Site Plan SITE ADDRESS: 109 Gympie Terrace, Noosaville
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and details, DRAWING No:
May 2016
A001
the accompanying building specification and schedule of finishes. ISSUE: A DATE: 06/09/2016 DATE:
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 If in doubt, please request clarification. DO NOT ASSUME. SCALE: 1 : 200 SHEET SIZE: A3
Page 14
Area
18.29
3000
Garage 2 BUILT FORM
Area Noosaville Locality Code - Part 11 Table 11.10
19.60
19.18 DENSITY:
N
600
07 b) i B. ALLOWS 6.6 PERSONS
2 x 3 BEDROOM UNITS
HEIGHT:
Ground Gross Floor Area Garage 1 08
Terrace 8.0m Max. - REFER TO ROOF PLAN
6015
161.76 19.60 SITE COVER:
19.18
3000
011 c) 40% Max.
PLOT RATIO
3000
012 0.45:1 Max.
MIN. FLOOR LEVEL
GROUND PLOT RATIO Min. Floor Level 2.8m AHD
Recommened Floor Level 2.82m AHD
Upper Gross Floor Area
111.41
GROSS FLOOR AREA & PLOT RATIO:
606.62m² x 0.45 = 273m²
Measured = 161.76 + 111.41 = 273.17m² [45%]
UPPER PLOT RATIO
600
600
Site Cover
242.45
SITE COVER:
606.62m² x 40% = 242.648m²
600
Measured = 243.45m² [40%]
SITE COVER DA
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Deirdre Williams & Maurice Farrell
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Area Calculations SITE ADDRESS: 109 Gympie Terrace, Noosaville
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and details, DRAWING No:
May 2016
A002
the accompanying building specification and schedule of finishes. ISSUE: A DATE: 06/09/2016 DATE:
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 If in doubt, please request clarification. DO NOT ASSUME. SCALE: 1 : 200 SHEET SIZE: A3
Page 15
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OVER BLOCKWORK RETAINING WALL
DA
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Deirdre Williams & Maurice Farrell
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Ground Floor Plan SITE ADDRESS: 109 Gympie Terrace, Noosaville
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and details, DRAWING No:
May 2016
A101
the accompanying building specification and schedule of finishes. ISSUE: A DATE: 06/09/2016 DATE:
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 If in doubt, please request clarification. DO NOT ASSUME. SCALE: 1 : 100 SHEET SIZE: A3
Page 16
N
5525 4630 2200 600 4620 3190 1432 6654
1600 2850 600 2750 1600 3100
900 700
LINE OF ROOF OVER
2068
2068
2763
15 Deg
CRS
CRS
695
HIGH WINDOW 15 Deg
1050
985
900 140
BED 2
DOUBLE STOREY WINDOWS/DOORS
2925
2.9 x 2.75
ROBE
BATH BED 3
1965
PARAPET
BED 1
2750
3530
3.05 x 2.85 3.1 x 2.8
900
VOID
ENS
0
5 .95
FLR RL
600
DOWN
ROBE
2 Deg
ROBE
1155
VOID
60/60/60 PARTY WALL AWNING
DOWN
1200
2500
190
DOWN
550
1155
VOID
1450
ROBE
DOUBLE STOREY WINDOWS/DOORS
900
DOWN
0 ROBE
600
5 .95 RENDERED BEAM
925 RL CURVED
400w x 500h
VOID ENS
2010
900
3530
ROBE
3075
2750
BED 1
1875
BATH BED 3
140 900
3.05 x 2.85
BED 2
2925
3.1 x 2.8
925
2.9 x 2.75
985
695
HIGH WINDOW
CRS
CRS
15 Deg
15 Deg
2068
2068
2008
LINE OF ROOF OVER
900 700
5345 1600 2850 600 2750 1600 3100
DA
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Deirdre Williams & Maurice Farrell
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Upper Floor Plan SITE ADDRESS: 109 Gympie Terrace, Noosaville
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and details, DRAWING No:
May 2016
A102
the accompanying building specification and schedule of finishes. ISSUE: A DATE: 06/09/2016 DATE:
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Page 17
KEY
DOWN PIPE CSR COLORBOND
DP SHEET ROOF
RH RAIN HEAD
FR FLAT ROOF
S SPITTER
FALL DIRECTION
A/C AIR-CONDITIONER
UNIT
N
VERIFY SIZE OF ALL
ROOFS ON SITE
DOWN PIPES AND ROOF DRAINAGE LOCATIONS
ARE SUGGESTED ONLY AND BUILDER SHOULD
ENSURE ADEQUATE STORMWATER FALL AND
DRAINAGE AS REQUIRED
CHIMNEY
15 Deg
CRS
15 Deg
CRS
27.5 Deg
CRS
CRS RIDGE HEIGHT RL 9.920 AHD
CRS
15 Deg
CRS
15 Deg NGL 1.170 AHD
27.5 Deg
27.5 Deg
CRS
HEIGHT ABOVE NGL 8.750m
CRS
15 Deg
CRS
15 Deg
CRS
15 Deg
SHADED AREA DENOTES
ROOF ABOVE 8.0m HEIGHT
CRS
15 Deg CRS
15 Deg
15 Deg
CRS
RIDGE HEIGHT RL 10.185 AHD
CRS
NGL 1.090 AHD
15 Deg
HEIGHT ABOVE NGL 9.095m
27.5 Deg
CRS
CRS RIDGE HEIGHT RL 9.920 AHD
CRS
CRS
NGL 1.190 AHD
15 Deg
27.5 Deg
27.5 Deg
CRS
15 Deg
HEIGHT ABOVE NGL 8.730m
CRS
CRS
15 Deg
15 Deg
CHIMNEY
ROOF PLAN
DA
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Deirdre Williams & Maurice Farrell
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Roof Plan SITE ADDRESS: 109 Gympie Terrace, Noosaville
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and details, DRAWING No:
May 2016
A103
the accompanying building specification and schedule of finishes. ISSUE: A DATE: 06/09/2016 DATE:
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 If in doubt, please request clarification. DO NOT ASSUME. SCALE: 1 : 100 SHEET SIZE: A3
Page 18
RIDGE HEIGHT RL 9.920 AHD
NGL 1.170 AHD
HEIGHT ABOVE NGL 8.750m
RIDGE HEIGHT RL 10.185 AHD
RIDGE HEIGHT RL 9.920 AHD NGL 1.090 AHD
NGL 1.190 AHD HEIGHT ABOVE NGL 9.095m
HEIGHT ABOVE NGL 8.730m
27.5 deg COLORBIND ROOF
15 deg COLORBIND ROOF 15 deg COLORBIND ROOF
8730
8750
RENDERED BEAM
CURVED
400w x 500h
3890
3900
2200
1800 HIGH TIMBER FENCE
0.8m HIGH PLANTERS
KNOT WOOD (TIMBER LOOK) ALUMINIUM SCREENS
BLOCKWORK RETAINING WALL
FEATURE GROOVES TO RENDER
(2.0m HIGH FENCE)
SOUTH ELEVATION
NORTH ELEVATION
DA
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Deirdre Williams & Maurice Farrell
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Elevations SITE ADDRESS: 109 Gympie Terrace, Noosaville
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and details, DRAWING No:
May 2016
A201
the accompanying building specification and schedule of finishes. ISSUE: A DATE: 06/09/2016 DATE:
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 If in doubt, please request clarification. DO NOT ASSUME. SCALE: 1 : 100 SHEET SIZE: A3
Page 19
8750
RENDERED BEAM
CURVED
400w x 500h
3890
1800 HIGH TIMBER FENCE
BLOCKWORK FENCE
2000 HIGH
BLOCKWORK RETAINING WALL
WEST ELEVATION NATURAL GROUND LINE
RL 9.920
UPPER CEILING
2700
UPPER FFL RL5.950
8750
GROUND CEILING
RENDERED BEAM
CURVED
400w x 500h
2700
3900
GROUND FFL RL 2.850
GARAGE FFL RL 2.240
1130
1160
1178
1800 HIGH TIMBER FENCE
BLOCKWORK FENCE
NATURAL GROUND LINE 2000 HIGH
BLOCKWORK RETAINING WALL
EAST ELEVATION
DA
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Deirdre Williams & Maurice Farrell
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Elevations SITE ADDRESS: 109 Gympie Terrace, Noosaville
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and details, DRAWING No:
May 2016
A202
the accompanying building specification and schedule of finishes. ISSUE: A DATE: 06/09/2016 DATE:
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 If in doubt, please request clarification. DO NOT ASSUME. SCALE: 1 : 100 SHEET SIZE: A3
Page 20
3D FRONT
3D FRONT RIGHT DA
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Deirdre Williams & Maurice Farrell
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Artist Impressions SITE ADDRESS: 109 Gympie Terrace, Noosaville
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and details, DRAWING No:
May 2016
A203
the accompanying building specification and schedule of finishes. ISSUE: A DATE: 06/09/2016 DATE:
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 If in doubt, please request clarification. DO NOT ASSUME. SCALE: SHEET SIZE: A3
Page 21
3D REAR
3D FRONT B&W
DA
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Deirdre Williams & Maurice Farrell
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Artist Impressions SITE ADDRESS: 109 Gympie Terrace, Noosaville
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and details, DRAWING No:
May 2016
A204
the accompanying building specification and schedule of finishes. ISSUE: A DATE: 06/09/2016 DATE:
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 If in doubt, please request clarification. DO NOT ASSUME. SCALE: SHEET SIZE: A3
Page 22
LINE OF VOID LINE OF VOID
3D LIVING ROOM
DA
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Deirdre Williams & Maurice Farrell
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Artist Impressions SITE ADDRESS: 109 Gympie Terrace, Noosaville
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and details, DRAWING No:
May 2016
A205
the accompanying building specification and schedule of finishes. ISSUE: A DATE: 06/09/2016 DATE:
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 If in doubt, please request clarification. DO NOT ASSUME. SCALE: SHEET SIZE: A3
Page 23
3D VIEW FRONT HIGH
DA
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Deirdre Williams & Maurice Farrell
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Artist Impressions SITE ADDRESS: 109 Gympie Terrace, Noosaville
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and details, DRAWING No:
May 2016
A206
the accompanying building specification and schedule of finishes. ISSUE: A DATE: 06/09/2016 DATE:
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 If in doubt, please request clarification. DO NOT ASSUME. SCALE: SHEET SIZE: A3
Page 24
EXTEND PARTY WALL TO UNDERSIDE OF ROOF SHEETING
IN ACCORDANCE WITH AUSTRALIAN BUILDING STANDARDS
8.0m MAX. HEIGHT LINE
02 b Upper
2700
PASSAGE
1800 HIGH TIMBER FENCE
BED 1
LAPPED AND CAPPED
OVER BLOCKWORK RETAINING WALL
VOID 02 a Uppe
FALL 2 DEG
FFL 5.950 AHD C
2700
01 b Ground
LIVING KITCHEN ENTRY
DRIVEWAY
STORE 01 a Groun
UNDER
FFL 2.800 AHD
FFL 2.850 AHD C
FGL 2.200 AHD 1:8
500
FGL 2.300 AHD 1:7 (1:4 max)
1714
1765
FILL FILL FILL
1215
FILL FILL 1:8
00 b S
NATURAL GROUND LINE
FOOTINGS AND SLAB DRIVEWAY
TO ENGINEER'S REQUIREMENTS TO ENGINEER'S REQUIREMENTS
Section A - A
DA
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Deirdre Williams & Maurice Farrell
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Sections SITE ADDRESS: 109 Gympie Terrace, Noosaville
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and details, DRAWING No:
May 2016
A301
the accompanying building specification and schedule of finishes. ISSUE: A DATE: 06/09/2016 DATE:
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 If in doubt, please request clarification. DO NOT ASSUME. SCALE: 1 : 100 SHEET SIZE: A3
Page 25
ROOF STRUCTURE
02 b Upper C
2700
VOID ROBE BED 1 PASSAGE BED 3
1800 HIGH TIMBER FENCE
LAPPED AND CAPPED 02 a Uppe
OVER BLOCKWORK RETAINING WALL
FFL 5.950 AHD Co
01 b Ground C
5200
TIMBER FLOOR STRUCTURE
TO ENGINEER'S REQUIREMENTS RENDERED BEAM
CURVED
400w x 500h
LIVING KITCHEN PASSAGE
2700
BLOCKWORK RETAINING WALL
GARAGE 01 a Ground
1800
TERRACE FFL 2.800 AHD FFL 2.850 AHD Co
FGL 2.200 AHD FGL 2.300 AHD 00 c G
500
DRIVEWAY
1200
FILL FILL FILL
1200
FILL
FILL 00 b Su
00
FOOTINGS AND SLAB DRIVEWAY
NATURAL GROUND LINE TO ENGINEER'S REQUIREMENTS TO ENGINEER'S REQUIREMENTS
Section B - B
DA
DRAWING TITLE:
GENERAL NOTES: CLIENT NAME: Deirdre Williams & Maurice Farrell
Use written dimensions only. DO NOT scale drawings. Contractors to verify all Sections SITE ADDRESS: 109 Gympie Terrace, Noosaville
dimensions and levels on site prior to commencing works and shop drawings.
Site location is Category N3 or to engineer's requirements.
These drawings are to be read in conjunction with engineer's design and details, DRAWING No:
May 2016
A302
the accompanying building specification and schedule of finishes. ISSUE: A DATE: 06/09/2016 DATE:
Ph 0403 191 223 www.natanidesign.com qbcc 1243419 If in doubt, please request clarification. DO NOT ASSUME. SCALE: 1 : 100 SHEET SIZE: A3
Page 26
Appendix B - Operational Works Plans by SCG Engineer [OCR of page images] Appendix B - Operational Works Plans by SCG Engineer
Page 27
Issue:
DEBUILD T/A
SCG
ABN 40 098 481 899
Title:
Project
Date: Scale: Drawn:
Drg No.
[OCR of page images]
DRAWING SIZE - Al
900(W) GEO-FABRIC SILT
FENCE, FIXED TO SPIKES AND»
BURIED 300 INTO STABLE
GROUND.
1200(L) 50 SQ. HDWD
SPIKES, 1800 CTRS DRIVE
600 INTO GROUND.
MAINTENANCE OF SILT PROTECTION
SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT
PROTECTION MEASURES THROUGHOUT THE DURATION OF
THE PROJECT. ANY BREACHING OF THE PROTECTION
MEASURES MUST BE REMEDIATED IMMEDIATELY AND
REPORTED TO THE ENGINEER FOR CORRECTION MEASURES.
SILT RUNOFF PROTECTION IS TO BE MAINTAINED UNTIL
SUCH POINT THAT LANDSCAPING IS COMPLETED AND NOT
SUSCEPTABLE TO STORMWATER SCOUR.
DUST MOBILISATION FROM WIND ACTION
SITE CONTROL TO INCLUDE PROTECTION AGAINST THE
CARRIAGE OF SOIL SEDIMENT FROM WIND ACTIONS. SITE
FOREMAN TO COVER ALL STOCKPILES WITH HESION OR
SIMILIAR, PROVIDE SILT FENCING AROUND BASE OF
STOCKPILES
Xe %
& xo tt >
IS SF SSS SSS SSS SS SSS TOS
eo |
ee N “| | \ ra
| | x | ||
| ! | |
| | |
| |
: | ] [ |
| | J
| I fg SS
S
— w= =
| | asi 1 oF
i}
| | es
|
| . !
i ! 1
| : 4
| | |
| | | | |
! Lo ee eM | _ |
p
Poo = MP | a
SS SS eS SS Se St
x
SITE DRAINAGE — CONSTRUCTION
ENSURE GROUND PROFILE DURING CONSTRUCTION FALLS
TOWARDS THE CENTRE OF THE ALLOTMENT THEN TOWARDS
THE FRONT BOUNDARY WHERE RUNOFF WILL DRAIN THROUGH
THE SILT FENCES. IN NO INSTANCE SHALL THE ALLOTMENT
DRAIN INTO NEIGHBOURING ALLOTMENTS.
SILT RETENTION
THE CONTRACTOR IS TO INSTALL APPROVED SILT
RETENTION FENCES PRIOR TO COMMENCING ANY
EARTHWORKS. THE FENCE IS TO BE CONSTRUCTED
ALONG THE LOWEST BOUNDARY AND RETURNED UP
SIDE BOUNDARIES TO ENSURE FULL STORMWATER
ENTRAPMENT. SURFACE RUNOFF FROM WITHIN THE
ALLLOTMENT MUST DRAIN TOWARDS THE FENCE AND
SHALL NOT ENTER NIEGHBOURING ALLOTMENTS
THROUGH THE USE OF SURFACE BUNDING OR
SCOUR PROTECTED DRAINS. THE FENCE MUST
REMAIN IN PLACE UNTIL SUCH TIME THAT FINISHED
LANDSCAPING AND DRAINAGE MEASURES ARE
INSTALLED
www.dialbeforeyoudig.com.au
SITE_DRAINAGE — CONSTRUCTION
CONSTRUCTED STORM WATER PITS WITHIN THE SITE ARE TO
BE COVERED UNTIL THE SITE IS COMPLETED OR 10 BE
FITTED WITH SILT PROTECTION MEASURES TO THE APPROVAL
OF THE ENGINEER
SITE PLAN - SILT AND SEDIMENT CONTROL
Scale 1: 100
CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO
COMMENCING WORKS ON SITE. ALL SERVICES ARE
TO BE PROTECTED IN ACCORDANCE WITH THE
AUTHORITY RESPONSIBLE FOR THE SERVICE
AS
rs
;—— CUT & REMOVE EXISTING
Nb
CREATE BUNDING IN
TEMPORARY HARDSTAND
FOR DIVERISION INTO
SILT FENCES.
PATH DURING CONSTRUCTION
REPAIR AND REPLACE
80-150mm ROCK (NO FINES)
HARD STAND OVERLAY
FOR DELIVERY’S DURING
CONSTRUCTION.
GYMPIE TERRACE
KEY
EX. SWPT EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
NS.L. NATURAL SURFACE LEVEL
F.H. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE
KERB EXISTING KERBING
Checked:
RPEQ 5835
S Richardson
LEGEND
_-——_ INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHD.
—sat— SILT RETENTION FENCE TO DETAIL
EXISTING SURFACE SPOT LEVELS.
INDICATES DIRECTION OF RAMP UP
OR DOWN AS INDICATED
RAMP. wx
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS
INDICATES STORMWATER DRAIN
PROPOSED OR EXISTING AS NOTED
MIN 1 IN 100 FALL UNLESS NOTED
OTHERWISE
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING QUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL
DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
DRAWINGS ARE 10 BE REFERRED TO THE ENGINEER IMMEDIATELY.
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW
WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
DIAGRAM.
6. THE BUILDER MUST PROTECT ALL EXISTING NEIGHBOURING
STRUCTURES/BUILDINGS THROUGHOUT THE WORKS, PARTICULARLY DURING
EARTHWORKS. REFERENCE SHOULD BE MADE TO OUR CRITICAL DEPTH LINE
DIAGRAM OR SEEK GUIDANCE DIRECTLY FROM THIS OFFICE
FOOTPATHS AND DRIVEWAYS:
1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
3. CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY FINISHED
TREATMENTS, EG. STAMPING
4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. CONCRETE N32 IN ACCORDANCE WITH AS 1379 AND AS 3600
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH.
7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH
WIRE CUT ALONG JOINT.
8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF
CURVE
10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR TO
WORK COMMENCING
FILLING NOTES:
—THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC MATERIAL AND
DEBRIS.
— THE SUBGRADE IS TO BE PROOF ROLLED WITH A VIBRATING STEEL DRUM
ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95%. THE
COMPACTION IS TO BE SUFFICIENT TO ACHIEVE A BLOW COUNT OF 7 BLOWS
PER 300mm WITH AN APPROVED PERTH SAND PENETROMETER FOR A DEPTH
OF 1.0m BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST RESULTS
SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
— UPON THE WRITTEN APPROVAL OF THE SUBGRADE PREPERATIONS BY SCG
CONSULTING ENGINEERS THE ALLOTMENT IS TO BE FILLED TO THE SPECIFIED
LEVELS.
— THE FILL MATERIAL CLEAN GRANULAR MATERIAL (I.E. SAND TO A CLAYEY
SAND IN ACCORDANCE WITH AS1726) BE FREE OF ANY ORGANIC MATERIAL
AND HAVE A CLAY CONTENT OF LESS THAN 12% (PLASTICITY INDEX LESS
THAN 25%, LINEAR SHRINKAGE OF 15%). THE PROPOSED MATERIAL IS TO BE
INSPECTED BY SCG CONSULTING ENGINEERS PRIOR 10 ITS REMOVAL TO
ENSURE ITS COMPATABILITY.
— THE FILL IS TO BE PLACED AND COMPACTED IN ACCORDANCE WITH
AS3798-1996 TO A LEVEL SUFFICIENT TO ACHIEVE A LEVEL 1 CERTIFICATION
WITH A MINIMUM RELATIVE FIELD DENSITY OF 95% COPIES OF COMPACTION
TEST RESULTS SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR
APPROVAL.
— FILLING AND COMPACTING ADJACENT EXISITING STRUCTURES IS TO BE IN
STRICT ACCORDANCE WITH THE ASSOCIATED DETAILS AND SPECIFCATIONS.
— AREAS WHERE EXISTING STRUCTURES OR TREES ARE REMOVED SHALL BE
BACKFILLED WITH THE APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE
WITH AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95%.
— ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE PREPARATION
SHALL BE REMOVED AND REPLACED WITH THE APPROVED FILL MATERIAL
COMPACTED IN ACCORDANCE WITH AS2870-1996 TO ACHIEVE A MINIMUM
RELATIVE FIELD DENSITY OF 95%.
— SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE ISTALLED PRIOR
TO CONSTRUCTION COMMENCING.
PAVEMENT NOTES:
1. PRIOR TO PLACEMENT OF PAVEMENT MATERIAL THE SUBGRADE IS TO BE
STRIPPED TO LEVEL. ANY ORGANIC MATTER OR DEBRIS |S TO BE REMOVED
AND REPLACED WITH APPROVED COMPACTED MATERIAL. THE SUBGRADE
SHALL BE PROOF ROLLED TO A MINIMUM OF 98% DRY DENSITY AS
DETERMINED BY COMPACTION TESTING IN ACCORDANCE WITH AS1289
2. PAVEMENT MATERIALS SHALL COMPLY WITH THE FOLLOWING MAIN ROADS
DEPARTMENT SPECIFICATION MRS11.05:
— BASE COURSE TO CONSIST OF AGGREGATE TYPE 2.3, GRADING B OR C
3. PAVEMENT MATERIAL SHALL BE EXTENDED A MINIMUM OF 150MM BEYOND
THE EDGE OF DRIVE AND SHALL BE A MINIMUM OF 100MM THICK U.N.O.
4. BASE AND SUB-BASE COURSES ARE TO BE COMPACTED IN LAYERS NOT
EXCEEDING 150mm IN THICKNESS 10 ACHIEVE 95% DRY DENSITY OR GREATER
WITH ONE TEST PER 200mm THICKNESS OF EACH LAYER.
5. ALL COMPACTION TESTING RESULTS TO BE PRESENTED TO THE ENGINEER
FOR APPROVAL PRIOR TO PROCEEDING TO THE NEXT STAGE OF
CONSTRUCTION.
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated drawings are
copyright and are not to be used or reproduced without the written permission of
SCG Consulting Engineers.
AMEND DATE DESCRIPTION APPR.
AMENDMENTS
sue: FOR APPROVAL
- DEBUILD T/A
SCG) consulting ENGINEERS
STRUCTURALeCIVILeGEOTECHNICAL
ABN 40 098 481 899
1/11 PROJECT AVE, NOOSAVILLE QLD 4566
Ph (07) 5455 5604 __Fax (07) 5455 5696
Title:
SILT AND SEDIMENT CONTROL
Project
109 GYMPIE TERRACE
NOOSAVILLE
Date: Scale: Drawn:
July 16 AS NOTED
m8 26199-CI i
Page 28
Issue:
DEBUILD T/A
SCG
ABN 40 098 481 899
Title:
Project
Date: Scale: Drawn:
Drg No.
[OCR of page images]
DRAWING SIZE - Al
KE
= 2 = z= 8
a x = Ee EE S EX. SWPT EXISTING STORMWATER PIT
S bu 2 & e ao RC. HW. REINFORCED CONCRETE HEADWALL
= © S Ss EX. SMH — EXISTING SEWER MANHOLE
RL=2.24 os AP es . © re & E.0.B. EXISTING EDGE OF BITUMEN
4 K&C EXISTING KERB & CHANNEL
XN N.S.L. NATURAL SURFACE LEVEL
-_-_s+$_ FH. FIRE HYDRANT
| +L | »® we a 4 TP TELSTRA PIT
< x a EP. ELECTRICAL POWER POLE
KERB EXISTING KERBING
—~ RL=0.00
ne
LOT 5 ON RP 79817 € € E E & =
Level Datum AHD S re 5 10 oO ae
Level Origin PSM??922, RL 2222m S wl ~ a = N
Elizabeth St s s Ss S 3 S
1.00 -- 2.50 -- 4.80 -- 2.23 -- 1.99 -- —
& 2 9 co S iS
a E ~ < ~ v
a iS — = | & 7 5&1 &
N D> | — N — >)
ay S — = = —
—N
DRIVEWAY LONG SECTION
6
ANS ag
Od AN
150 KERB TO DETAIL WAN ROP Gg
<x AS
vd Sl 150 KERB TO DETAIL, 1 > oN ye = Ly
Ts = - * o
* 19955 FALL 2.225 J SY _ 3
NM ms 1 1:200 No 7 Sy Ce
IS , = ww S EXISTING FOOTPATH
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4 99N 1 \ <<
[ 2.255 | -ZZU To. \ al
| alezeal mA Ef 4) | ay \ 5 ——CUT & REMOVE EXISTING
—* ©, PATH DURING CONSTRUCTION
© & REPAIR AND REPLACE | | l
| x" GARAGR RL 2.240 | [ 2.220 | | Ke
TO os) |= ps] 2
Ie =| ____| DRIVEWAY CROSSOVERS IN
o j ACCORDANCE WITH IPWEA
a STD DRG R-0050 AND Uy
{ COUNCIL REQUIREMENTS
Sl PROPOSED 4 & IN —
—, _—— : =
Sl DUPLEX 5S | Q
mS , = {
] Ww
~ '
ARN S
j GARAGR RL 2.240 % ____REMOVE EXISTING
DRIVEWAY CL CROSSOVER MAKE GOOD
KERB AND CHANNEL
x x
4
| 2.259 i 564 \
— / © 2 Ae (Hm ‘ &,
| 4 . EE
A ‘ 1 \ (
: (225 ‘at yt | SS
KO
G =
P ww
SITE PLAN — DRIVEWAY & ACCESS
Scale 1: 100
LEGEND
INDICATES EXISTING SURFACE
9.00 CONTOUR AND LEVEL TO AHD.
125 THK. DRIVEWAY SLAB ON
COMPACTED MATERIAL, SL82 MESH,
TOP 50 COVER, FLEXIBLE JOINT
AGAINST MASONRY/CONCRETE.
aries — “ 23 S182 MESH (T.J.) DENOTES WET TOOLED JOINT TO
40 se 1000 MIDDLE ~~~ TERRACE SLAB, REFER 10 DETAILS
— €
oe oREWAY SLAB 5 8 of _ \ Ly (Ks) DENOTES FORMED KEY JOINT 70
125mm THK s Ae ee DRIVEWAY SLAB, DETAIL TO DETAILS
3 SL82 MESH WET TOOLED ~ ———— ee = Te py
smmrun ft ~ e 40mm TOP COVER CONTROL JOINT. fe YY LZ Z “ SUBGRADE PREPERATION, REFER TT ae - = \ g FALL. INDICATES DIRECTION OF FALL UP
moc] 8 [Ti 74 GENERAL NOTES OWM OR DOWN AS INDICATED
4 12 DEPTH DETERMINED COMPACTED
wi F ee SS ON-SITE SAW CUT AND SAND BED x INDICATES PROPOSED FINISHED
LEV LI Pyzemm NSO CONGRETE PAVEMENT, SLB? MESH MDDLE BACK OF KERB BARRIER, SEMI-MOUNTABLE, MONTABLE SURFACE LEVELS
150 CLLLLLLL LLL LOWER SLAB MESH 0 ~100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST KERB & CHANNEL OR INVERT CROSSING
MAINTAIN 40mm TOP COVER SEOFCATONSNGTES IN ACCORDANCE WITH + EXISTING SURFACE SPOT LEVELS.
CUT EVERY SECOND WIRE CROSSOVER DETAIL
SECTION ~ BARRIER KERB Tu) TOOLED JOINT DETAIL 50mm CLEAR ALONG LINE DRIVEWAY PAVEMENT SECTION (SCALE 1:20) E INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
, , INDICATES TELSTRA LINE APPROX
www.dialbeforeyoudig.com.au T ALIGNMENT, BUILDER TO CONFIRM
oN EXACT LOCATION PRIOR TO WORKS
¥, CONTRACTOR TO TOPSOIL AND TURF ANY
CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO
Uf . DIAL1100 COMMENCING WORKS ON SITE. ALL SERVICES ARE FE ARON AEE core rucTON ae W INDICATES WATER MAIN APPROX
BEFORE YOU DIG
TO BE PROTECTED IN ACCORDANCE WITH THE
AUTHORITY RESPONSIBLE FOR THE SERVICE
ALIGNMENT, BUILDER TO CONFIRM
EXACT LOCATION PRIOR TO WORKS
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL
DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
DRAWINGS ARE TO BE REFERRED T0 THE ENGINEER IMMEDIATELY.
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW
WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
DIAGRAM.
6. THE BUILDER MUST PROTECT ALL EXISTING NEIGHBOURING
STRUCTURES/BUILDINGS THROUGHOUT THE WORKS, PARTICULARLY DURING
EARTHWORKS. REFERENCE SHOULD BE MADE TO OUR CRITICAL DEPTH LINE
DIAGRAM OR SEEK GUIDANCE DIRECTLY FROM THIS OFFICE
FOOTPATHS AND DRIVEWAYS:
1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
3. CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY FINISHED
TREATMENTS, EG. STAMPING
4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. CONCRETE N32 IN ACCORDANCE WITH AS 1379 AND AS 3600
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH.
7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH
WIRE CUT ALONG JOINT.
8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF
CURVE
10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR 10
WORK COMMENCING
FILLING NOTES:
—THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC MATERIAL AND
DEBRIS.
— THE SUBGRADE IS TO BE PROOF ROLLED WITH A VIBRATING STEEL DRUM
ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95% THE
COMPACTION IS TO BE SUFFICIENT TO ACHIEVE A BLOW COUNT OF 7 BLOWS
PER 300mm WITH AN APPROVED PERTH SAND PENETROMETER FOR A DEPTH
OF 1.0m BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST RESULTS
SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
— UPON THE WRITTEN APPROVAL OF THE SUBGRADE PREPERATIONS BY SCG
CONSULTING ENGINEERS THE ALLOTMENT IS TO BE FILLED TO THE SPECIFIED
LEVELS.
— THE FILL MATERIAL CLEAN GRANULAR MATERIAL (LE. SAND TO A CLAYEY
SAND IN ACCORDANCE WITH AS1726) BE FREE OF ANY ORGANIC MATERIAL
AND HAVE A CLAY CONTENT OF LESS THAN 12% (PLASTICITY INDEX LESS
THAN 25%, LINEAR SHRINKAGE OF 15%). THE PROPOSED MATERIAL |S TO BE
INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO ITS REMOVAL 10
ENSURE ITS COMPATABILITY.
— THE FILL IS TO BE PLACED AND COMPACTED IN ACCORDANCE WITH
AS3798-1996 TO A LEVEL SUFFICIENT TO ACHIEVE A LEVEL 1 CERTIFICATION
WITH A MINIMUM RELATIVE FIELD DENSITY OF 95% COPIES OF COMPACTION
TEST RESULTS SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR
APPROVAL.
— FILLING AND COMPACTING ADJACENT EXISITING STRUCTURES IS TO BE IN
STRICT ACCORDANCE WITH THE ASSOCIATED DETAILS AND SPECIFCATIONS.
— AREAS WHERE EXISTING STRUCTURES OR TREES ARE REMOVED SHALL BE
BACKFILLED WITH THE APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE
WITH AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95%.
- ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE PREPARATION
SHALL BE REMOVED AND REPLACED WITH THE APPROVED FILL MATERIAL
COMPACTED IN ACCORDANCE WITH AS2870-1996 10 ACHIEVE A MINIMUM
RELATIVE FIELD DENSITY OF 95%.
— SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE ISTALLED PRIOR
TO CONSTRUCTION COMMENCING.
PAVEMENT NOTES:
1. PRIOR TO PLACEMENT OF PAVEMENT MATERIAL THE SUBGRADE IS TO BE
STRIPPED TO LEVEL. ANY ORGANIC MATTER OR DEBRIS IS TO BE REMOVED
AND REPLACED WITH APPROVED COMPACTED MATERIAL. THE SUBGRADE
SHALL BE PROOF ROLLED TO A MINIMUM OF 98% DRY DENSITY AS
DETERMINED BY COMPACTION TESTING IN ACCORDANCE WITH AS1289
2. PAVEMENT MATERIALS SHALL COMPLY WITH THE FOLLOWING MAIN ROADS
DEPARTMENT SPECIFICATION MRS11.05:
— BASE COURSE TO CONSIST OF AGGREGATE TYPE 2.3, GRADING B OR C
3. PAVEMENT MATERIAL SHALL BE EXTENDED A MINIMUM OF 150MM BEYOND
THE EDGE OF DRIVE AND SHALL BE A MINIMUM OF 100MM THICK U.N.O.
4, BASE AND SUB-BASE COURSES ARE 10 BE COMPACTED IN LAYERS NOT
EXCEEDING 150mm IN THICKNESS TO ACHIEVE 95% DRY DENSITY OR GREATER
WITH ONE TEST PER 200mm THICKNESS OF EACH LAYER.
5. ALL COMPACTION TESTING RESULTS TO BE PRESENTED TO THE ENGINEER
FOR APPROVAL PRIOR TO PROCEEDING TO THE NEXT STAGE OF
CONSTRUCTION.
Checked:
RPEQ 5835
S Richardson
1° ~~ 4:250 @ AI
1:500 @ A3
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated drawings are
copyright and are not to be used or reproduced without the written permission of
SCG Consulting Engineers.
AMEND DATE DESCRIPTION APPR.
AMENDMENTS
SSUFOR APPROVAL
SCG) consulting ENGINEERS
STRUCTURALeCIVILeGEOTECHNICAL
ABN 40 098 481 899
1/11 PROJECT AVE, NOOSAVILLE QLD 4566
Ph (07) 5455 5604 __Fax (07) 5455 5696
Title:
PROPOSED ACCESS DRIVEWAY
Project
109 GYMPIE TERRACE
NOOSAVILLE
Date: Scale: Drawn:
duly 16 AS NOTED
Rev.
°°. 26199-C2 :
DEBUILD T/A
Page 29
Issue:
DEBUILD T/A
SCG
ABN 40 098 481 899
Title:
Project
Date: Scale: Drawn:
Drg No.
[OCR of page images]
DRAWING SIZE - Al
EX. SMH
11.000
TAPER
150¢ PIPE INLET PLACE AT
LOW POINTS ALONG
NEIGHBOURING BLOCK
TIMBER. SLEEP! H).
MBER SLEEPER WALL 700(H) & &
Lk
|
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POQL CPt
& | | we
| | |
| | z |
|| J = |
= si PROPOSED 4 REFER Drg C2 FOR af
5 = — DRIVE WAY DETAILS. & Ff
= = SI DUPLEX cH
oa =| x. " SH !
| | | Sd
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S I
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a oe AL, ag Oo — ly
SW SW t SW SW SW SW. A
& EEE ETE EEE TEE we TG | dy
@O RW-01 @ x
$ &
Ae
SITE PLAN — STORMWATER DRAINAGE
Scale 1: 100
NOTE:
IF NEIGHBOURING SITES ARE
DEVELOPED THEN SIDE ENTRY
PITS ARE NO LONGER REQUIRED.
CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO
COMMENCING WORKS ON SITE. ALL SERVICES ARE
TO BE PROTECTED IN ACCORDANCE WITH THE
AUTHORITY RESPONSIBLE FOR THE SERVICE
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
1/N12 TOP
GROUND LEVEL
190 BLOCK - CORE
FILLED N12-400 V & H. ———P
— LAP BARS SOOMM.
PROVIDE FULL HT.
MOVEMENT JOINTS AT
8.0M CTRS.
ALL CORES CLEARED <=
BEFORE POUR VIA
CLEAN-OUT BLOCKS. N P
GROUND LEVEL
O wg 200MM FREE DRAINING
450
FOOTING BEAM
\ XO
BACKFILL WITH AGI PIPE
TO OUTLET.
150 THK HEEL SL82
MESH TOP 40 COVER.
H B =
1200 | 800
800 | 600
500 | 200 3 0 0 B
SLIITM TOP & BOTTOM
R6 LIGS AT 900 CTRS
(RW-01) ~ RETAINING WALL
TYPICAL SECTION
NEWIBLOCK WALL
NEW FOOTING
(ZZ
350@ CONCRETE PIER
FOUNDED 300 BELOW K&D
SEWER HCB INVERT ND
|.
/ EXISTING HCB
8
FP
1000 Min. | 1000 Min.
BETWEEN TOP OF UNDERPINS AND
UNDERSIDE OF EXISTING FOOTING
> te DRY PACK MORTAR
rx
FP
(— FOOTING/SEWER CRITICAL DEPTH
3508 CONCRETE PIER
FOUNDED 300 BELOW
SEWER INVERT LEVEL
(7 SECTION
CONNECT SW PIPES TO
ADAPTORS
~
KERB
oa
GYMPIE TERRACE
aS
7
CONNECT SW PIPES TO
we
ADAPTORS
KERB VIA APPROVED KERB
KERB VIA APPROVED KERB
EX. SWPT
RC. HW.
EX. SMH
E.0.B.
K&C
NS.L.
TP
EP.
KERB
FALL
CPI
RW-01
BLOCK RETAINING WALL
AS SPECIFIED.
a
EXIST
FILLED ALLOTMENT GL
tm
ae
FILLED ALLOTMENT
EXISTING STORMWATER PIT
REINFORCED CONCRETE HEADWALL
EXISTING SEWER MANHOLE
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL
FIRE HYDRANT
TELSTRA PIT
ELECTRICAL POWER POLE
EXISTING KERBING
LEGEND
INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHD.
INDICATES DIRECTION OF FALL
OR DOWN AS INDICATED.
450Sq GRATED FIELD INLETS,
PRE-CAST CONCRETE. HEAVY DUTY
GRATE WHERE IN DRIVEWAY
INDICATES PROPOSED STORMWATER
DRAIN EXISTING MIN 1 in 100
GRADE U.N.O.
INDICATES EXISTING SEWER LINE
150¢ PIPE WITH GRATE OVER,
PLACE AT LOW POINTS ALONG
NEIGHBOURING BLOCK
TYPE 1 RETAINING WALL REFER
DETAILS
g
3
at ——BLOCK RETAINING
CONSTRUCTION NOTES
GENERAL:
1. DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL
DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
DRAWINGS ARE TO BE REFERRED TO THE ENGINEER IMMEDIATELY.
5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW
WORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
DIAGRAM.
6. THE BUILDER MUST PROTECT ALL EXISTING NEIGHBOURING
STRUCTURES/BUILDINGS THROUGHOUT THE WORKS, PARTICULARLY DURING
EARTHWORKS. REFERENCE SHOULD BE MADE TO OUR CRITICAL DEPTH LINE
DIAGRAM OR SEEK GUIDANCE DIRECTLY FROM THIS OFFICE
FOOTPATHS AND DRIVEWAYS:
1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
3. CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY FINISHED
TREATMENTS, EG. STAMPING
4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS 3600
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH.
7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH
WIRE CUT ALONG JOINT.
8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE EDGE OF
CURVE
10. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR 10
WORK COMMENCING
FILLING NOTES:
THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC MATERIAL AND
DEBRIS.
— THE SUBGRADE IS TO BE PROOF ROLLED WITH A VIBRATING STEEL DRUM
ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95% THE
COMPACTION IS TO BE SUFFICIENT TO ACHIEVE A BLOW COUNT OF 7 BLOWS
PER 300mm WITH AN APPROVED PERTH SAND PENETROMETER FOR A DEPTH
OF 1.0m BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST RESULTS
SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL.
— UPON THE WRITTEN APPROVAL OF THE SUBGRADE PREPERATIONS BY SCG
CONSULTING ENGINEERS THE ALLOTMENT IS TO BE FILLED TO THE SPECIFIED
LEVELS.
— THE FILL MATERIAL CLEAN GRANULAR MATERIAL (LE. SAND TO A CLAYEY
SAND IN ACCORDANCE WITH AS1726) BE FREE OF ANY ORGANIC MATERIAL
AND HAVE A CLAY CONTENT OF LESS THAN 12% (PLASTICITY INDEX LESS
THAN 25%, LINEAR SHRINKAGE OF 15%). THE PROPOSED MATERIAL |S TO BE
INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO ITS REMOVAL TO
ENSURE ITS COMPATABILITY.
— THE FILL IS TO BE PLACED AND COMPACTED IN ACCORDANCE WITH
AS3798-1996 TO A LEVEL SUFFICIENT TO ACHIEVE A LEVEL 1 CERTIFICATION
WITH A MINIMUM RELATIVE FIELD DENSITY OF 95% COPIES OF COMPACTION
TEST RESULTS SHALL BE PRESENTED TO SCG CONSULTING ENGINEERS FOR
APPROVAL.
— FILLING AND COMPACTING ADJACENT EXISITING STRUCTURES |S TO BE IN
STRICT ACCORDANCE WITH THE ASSOCIATED DETAILS AND SPECIFCATIONS.
— AREAS WHERE EXISTING STRUCTURES OR TREES ARE REMOVED SHALL BE
BACKFILLED WITH THE APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE
WITH AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 95%.
— ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE PREPARATION
SHALL BE REMOVED AND REPLACED WITH THE APPROVED FILL MATERIAL
COMPACTED IN ACCORDANCE WITH AS2870-1996 10 ACHIEVE A MINIMUM
RELATIVE FIELD DENSITY OF 95%.
— SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE ISTALLED PRIOR
TO CONSTRUCTION COMMENCING.
PAVEMENT NOTES:
1. PRIOR TO PLACEMENT OF PAVEMENT MATERIAL THE SUBGRADE IS TO BE
STRIPPED TO LEVEL. ANY ORGANIC MATTER OR DEBRIS IS TO BE REMOVED
AND REPLACED WITH APPROVED COMPACTED MATERIAL. THE SUBGRADE
SHALL BE PROOF ROLLED TO A MINIMUM OF 98% DRY DENSITY AS
DETERMINED BY COMPACTION TESTING IN ACCORDANCE WITH AS1289
2. PAVEMENT MATERIALS SHALL COMPLY WITH THE FOLLOWING MAIN ROADS
DEPARTMENT SPECIFICATION MRS11.05:
— BASE COURSE TO CONSIST OF AGGREGATE TYPE 2.3, GRADING B OR C
3. PAVEMENT MATERIAL SHALL BE EXTENDED A MINIMUM OF 150MM BEYOND
THE EDGE OF DRIVE AND SHALL BE A MINIMUM OF 100MM THICK U.N.O.
4. BASE AND SUB-BASE COURSES ARE 10 BE COMPACTED IN LAYERS NOT
EXCEEDING 150mm IN THICKNESS TO ACHIEVE 95% DRY DENSITY OR GREATER
WITH ONE TEST PER 200mm THICKNESS OF EACH LAYER.
5. ALL COMPACTION TESTING RESULTS TO BE PRESENTED TO THE ENGINEER
FOR APPROVAL PRIOR TO PROCEEDING TO THE NEXT STAGE OF
CONSTRUCTION.
Checked:
RPEQ 5835
S Richardson
1° ~~ 4:250 @ AI
1:500 @ A3
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated drawings are
copyright and are not to be used or reproduced without the written permission of
SCG Consulting Engineers.
AMEND DATE DESCRIPTION APPR.
AMENDMENTS
SSUFOR APPROVAL
- DEBUILD T/A
SCG consulting ENGINEERS
STRUCTURALeCIVILeGEOTECHNICAL
ABN 40 098 481 899
WALL.
1509 ADJOINING
DRAIN FROM
GRATE CONNECT BOTTOM LAYER TO HAVE
TO 1509 UPVC \ 1508 uPVC PIPE WITH
TRENCH GRATE BORED
La THRU.
NEIGHBOURING
ALLOTMENT
SWP_~ TYPICAL DETAIL
1506 PIPE WITH GRATE
OVER, PLACE AT LOW 1508 UPVC
POINTS ALONG 1 IN 100
NEIGHBOURING BLOCK GRADE i
SECTION X-X
1/11 PROJECT AVE, NOOSAVILLE QLD 4566
Ph (07) 5455 5604 __Fax (07) 5455 5696
Title:
STORMWATER DRAINAGE
Project
109 GYMPIE TERRACE
NOOSAVILLE
Date: Scale: Drawn:
July 16 AS NOTED
m0 26199-C3 i
Page 30
Appendix C - Landscape Plan by natani design [OCR of page images] Appendix C - Landscape Plan by natani design
The text continues on page 31.
Used in these records
109 Gympie Terrace Noosaville APPLICATION .pdfRelated documentApplication case desk ↗
109 Gympie Terrace Noosaville APPLICATION .pdfRelated documentApplication case desk ↗
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