Council archive · source document
41SeaviewTce Op Works Form 6 · OPW17/0051
Attached to the e-mail Operational Works Application - OPW17/0051.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
IDAS form 6—Building or operational work assessable
against a planning scheme
(Sustainable Planning Act 2009 version 3.1 effective 3 August 2015)
This form must be used for development applications for building work or operational work assessable against a
planning scheme.
You MUST complete ALL questions that are stated to be a mandatory requirement unless otherwise identified on this
form.
For all development applications, you must:
complete IDAS form 1—Application details
complete any other forms relevant to your application
provide any mandatory supporting information identified on the forms as being required to accompany your
application.
Attach extra pages if there is insufficient space on this form.
All terms used on this form have the meaning given in the Sustainable Planning Act 2009 (SPA) or the Sustainable
Planning Regulation 2009.
This form must be used for building work or operational work relating on strategic port land and Brisbane core port land
under the Transport Infrastructure Act 1994 and airport land under the Airport Assets (Restructuring and Disposal) Act
2008 that requires assessment against the land use plan for that land. Whenever a planning scheme is mentioned,
take it to mean land use plan for the strategic port land, Brisbane core port land or airport land.
Mandatory requirements
1. What is the nature of the work that requires assessment against a planning scheme? (Tick all applicable
boxes.)
Building work—complete Table A Operational work—complete Table B
Table A
a) What is the nature of the building work (e.g. building, repairing, altering, underpinning, moving or demolishing a
building)?
b) Are there any current approvals associated with this application? (e.g. material change of use.)
No Yes— provide details below
List of approval reference/s Date approved (dd/mm/yy) Date approval lapses (dd/mm/yy)
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Section 2
Table B
a) What is the nature of the operational work? (Tick all applicable boxes.)
Road works Stormwater Water infrastructure
Drainage works Earthworks Sewerage infrastructure
Landscaping Signage Clearing vegetation under the planning scheme
Other—provide details Residential driveway and crossover relocation
b) Is the operational work necessary to facilitate the creation of new lots? (E.g. subdivision.)
No Yes—specify the number of lots being created
c) Are there any current approvals associated with this application? (E.g. material change of use.)
No Yes—provide details below
List of approval reference/s Date approved (dd/mm/yy) Date approval lapses (dd/mm/yy)
2. What is the dollar value of the proposed building work? $
(Inc GST, materials and labour.)
3. What is the dollar value of the proposed operational work? $25,000
(Inc GST, materials and labour.)
Mandatory supporting information
4. Confirm that the following mandatory supporting information accompanies this application
Mandatory supporting information Confirmation of Method of
lodgement lodgement
All applications involving building work or operational work
A site plan drawn to an appropriate scale (1:100, 1:200 or 1:500 are Confirmed Email
recommended scales) which shows the following:
the location and site area of the land to which the application relates
(relevant land)
the north point
the boundaries of the relevant land
the allotment layout showing existing lots, any proposed lots (including the
dimensions of those lots), existing or proposed road reserves, building
envelopes and existing or proposed open space (note: numbering is
required for all lots)
any existing or proposed easements on the relevant land and their
function
any access limitation strips
all existing and proposed roads and access points on the relevant land.
IDAS form 6—Building or operational work assessable
against a planning scheme
Version 3.1—3 August 2015
Section 3
A statement about how the proposed development addresses the local Confirmed Email
government’s planning schemes and any other planning documents relevant
to the application.
The proposed development complies with all required outcomes
of Division 15, Table 7.11 of the Noosa Plan (2013), except for
“O5 – Setbacks” which is the subject of a separate Siting
Application due to the property’s corner site location.
A statement addressing the relevant part(s) of the State Development Confirmed
Assessment Provisions (SDAP). Not applicable
Applications for building work (including extensions and demolition that is assessable development)
Floor plans drawn to an appropriate scale (1:50, 1:100 or 1:200 are Confirmed
recommended scales) which show the following: Not applicable
the north point
the intended use of each area on the floor plan (for commercial, industrial
or mixed use developments only)
the room layout (for residential development only) with all rooms clearly
labelled
the existing and the proposed built form (for extensions only)
the gross floor area of each proposed floor area.
Elevations drawn to an appropriate scale (1:100, 1:200 or 1:500 are Confirmed
recommended scales) which show plans of all building elevations and Not applicable
facades, clearly labelled to identify orientation (e.g. north elevation).
Plans showing the size, location, proposed site cover, proposed maximum Confirmed
number of storeys, and proposed maximum height above natural ground level Not applicable
of the proposed new building work.
Plans showing the extent of any demolition that is assessable development. Confirmed
Not applicable
Applications for operational work involving earthworks (filling and excavating)
Drawings showing: Confirmed Email
existing and proposed contours Not applicable
areas to be cut and filled
the location and level of any permanent survey marks or reference
stations used as datum for the works
the location of any proposed retaining walls on the relevant land and their
height
the defined flood level (if applicable)
the fill level (if applicable).
Applications for operational work involving roadworks
Drawings showing: Confirmed
existing and proposed contours Not applicable
the centreline or construction line showing chainages, bearings, offsets if
the construction line is not the centreline of the road and all intersection
points
information for each curve including tangent point chainages and offsets,
curve radii, arc length, tangent length, superelevation (if applicable) and
curve widening (if applicable)
kerb lines including kerb radii (where not parallel to centreline) and
IDAS form 6—Building or operational work assessable
against a planning scheme
Version 3.1—3 August 2015
Section 4
tangent point changes (where not parallel to centreline)
edge of pavement where kerb is not constructed
position and extent of channelisation
location and details of all traffic signs, guideposts, guardrail and other
street furniture
pavement markings including details on raised pavement markers
catchpit, manhole and pipeline locations
drainage details (if applicable)
cross road drainage culverts (if applicable)
concrete footpaths and cycle paths
location and details for access points, ramps and invert crossings
changes in surfacing material.
Applications for operational work involving stormwater drainage
Drawings showing: Confirmed
existing and proposed contours Not applicable
drainage locations, diameters and class of pipe, open drains and
easements
manhole location, chainage and offset or coordinates and inlet and outlet
invert levels
inlet pit locations, chainage and offset or coordinates and invert and kerb
levels.
Applications for operational work involving water reticulation
Drawings showing: Confirmed
kerb lines or edge of pavement where kerb is not constructed Not applicable
location and levels of other utility services where affected by water
reticulation works
pipe diameter, type of pipe and pipe alignment
water main alignments
water supply pump station details (if applicable)
minor reservoir details (if applicable)
conduits
location of valves and fire hydrants
location of house connections (if applicable)
location of bench marks and reference pegs.
Applications for operational work involving sewerage reticulation
Drawings showing: Confirmed
location of all existing and proposed services Not applicable
location of all existing and proposed sewer lines and manhole locations
location of all house connection branches
kerb lines or edge of pavement where kerb is not constructed
chainages
design sewer invert levels
design top of manhole levels
type of manhole and manhole cover
pipe diameter, type of pipe and pipe alignment
location of house connections (if applicable)
sewer pump station details (if applicable).
Applications for operational work involving street lighting
Drawings showing: Confirmed
IDAS form 6—Building or operational work assessable
against a planning scheme
Version 3.1—3 August 2015
Section 5
location of all light poles and service conduits Not applicable
location of all other cross road conduits
type of wattage and lighting
any traffic calming devices
additional plans for roundabouts and major roads (if applicable)
details of any variations to normal alignment
details of lighting levels.
Applications for operational work involving public utility services
Drawings showing: Confirmed Email
any existing light poles and power poles Not applicable
any existing underground services
details of proposed services
alteration to existing services.
Applications for operational work involving landscaping works
Drawings showing: Confirmed Email
the location of proposed plant species Not applicable
a plant schedule indicating common and botanical names, pot sizes and
numbers of plants
planting bed preparation details including topsoil depth, subgrade
preparation, mulch type and depth, type of turf, pebble, paving and garden
edge
the location and type of any existing trees to be retained
construction details of planter boxes, retaining walls and fences
the proposed maintenance period
irrigation system details.
Privacy—Please refer to your assessment manager, referral agency and/or building certifier for further details on the
use of information recorded in this form.
OFFICE USE ONLY
Date received Reference numbers
The Sustainable Planning Act 2009 is administered by the Department of Infrastructure, Local Government and
Planning. This form and all other required application materials should be sent to your assessment manager and any
referral agency.
IDAS form 6—Building or operational work assessable
against a planning scheme
Version 3.1—3 August 2015
Section 6
LOCAL HARDWOOD CLADDING AND BATTENS
BAGGED BRICK OR STONE OR BLOCK OR CONCRETE
TROPICAL LANDSCAPE TO MATCH SURORUNDS
Section 7
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Section 8
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Section 9
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Section 10
David Rutter
Plan of
SCRC Contour Overlay
Lot 52 on RP81810
41 Seaview Tce, Sunshine Beach
Weyba March
Sunshine Coast Regional Council
1 : 125 @ A3
mod:0412 744 223 e:[email protected]
22/9/2013 21265SCRCcontours
52
RP81810
Existing House
Existing House
MyMap Contours
Section 11
LEGEND PROPOSED SWALE TO TIE RL
E INTO EXISTING GRADES 20.75
SITE BOUNDARY X2 0
2.7
XX.XX EXISTING CONTOURS (INTERVAL 0.25m) EXISTING ELECTRICAL PILLAR TO BE 50m RL
21.
0
PROTECTED AT ALL TIMES. 750 21.
.5 0
XX.XX FINISHED EARTHWORKS CONTOUR (INTERVAL 0.10m) 21. 25 RL
TRANSITION TO TIE IN NEATLY 20.
22
5
2.75
21 0
EX .75 970
RL
22.0
00
EXISTING UNDERGROUND ELECTRICITY 24.
0 2
22.2 0
5
23.
6
2
22m 22.5 5
50
23.
m
EXISTING TELSTRA 0
0
23.
.75
.00
24.0024.00
00
R
23
L2
3.
21
EXISTING WATER
L2
2.
13
EX
R
7
EXISTING STORMWATER
EX
EXISTING SEWER EX
21
24.
.3
622 RL
72
EXISTING TOP OF BATTER m 23.
m
500
EXISTING TOE OF BATTER
RP BDY
2.00m DIVERSION DRAIN EX 21
PROPOSED RETAINING WALL 24.00 .4 98m
SURFSIDE CT
2.0%
24.25
PROPOSED RETAINING WALL (BY
PROPOSED EXTENT OF EXCAVATION
OTHERS) 24.50
RL
24.
542
RP BDY
2.80m
DESIGN SURFACE RL
24. EX 21
PROPOSED EXTENT OF FILLING PROPOSED BUILDING 5 07 .4 93m
BY OTHERS 24.50
A
m
EXISTING SURFACE
25
--
.4
24
PROPOSED BUILDING EXTENTS
EX
5
0
5
0
22.2
5
0
.5
5
22.7
0
23.0
5
23.2
23.5
23.7
24.0
RLXX.XXX
22
EARTHWORKS SURFACE ELEVATION LABEL
24.2
DATUM 19.000
RL
SECTION A 24 .33
EARTHWORKS VOLUMES SCALE 1:100 -
RL
24. 9
EX 21
(EXISTING SURFACE TO EARTHWORKS SURFACE) 299 .492m
m
TOTAL CUT 16m³ PROPOSEED DRIVEWAY
39
24.25
.1
AS PER IPWEA STD DRGS RS049 & 50
24
TOTAL FILL 274m³
EX
TOTAL BALANCE
SU
258m³
(IMPORTED FILL)
RFS
2.00m
RP BDY
EARTHWORKS NOTES:
1. STRIP SITE OF ALL TOPSOIL, VEGETATION, EXISTING ASPHALT AND
IDE
ANY OTHER DELETERIOUIS MATTER TO A MINIMUM DEPTH OF 150mm. SURFSIDE CT 2.0%
2. PROOF ROLL SUBGRADE TO REVEAL SOFT SPOTS. SOFT SPOTS TO BE B
REMOVED AND BACKFILLED. ALL NATURAL SUBGRADE IS TO BE --
CT
RP BDY
COMPACTED TO 98% STANDARD COMPACTION IN ACCORDANCE WITH
2.80m
AS1289 PRIOR TO PLACEMENT OF FILL MATERIAL.
DESIGN SURFACE
3. UNLESS SPECIFIED OTHERWISE ANY EXISTING FILL MATERIAL IS TO BE PROPOSED BUILDING
REMOVED AND RE-COMPACTED TO 98% STANDARD COMPACTION IN BY OTHERS
ACCORDANCE WITH AS1289. EXISTING SURFACE RL
4. MATERIAL WON FROM THE SITE TO BE INSPECTED BY GEOTECHNICAL
24.00 24.
005
PROPOSED BUILDING
ENGINEER FOR APPROVAL PRIOR TO USE AS FILL. ANY IMPORTED FILL (REFER ARCHITECTURAL DRAWINGS)
EX 21
m
TO HAVE A MINIMUM CBR VALUE OF 15%. ALL FILL TO BE COMPACTED .4 89m
68
EXISTING TELSTRA PIT TO BE
.8
TO 98% STANDARD COMPACTION IN 200mm MAXIMUM THICK LAYERS IN
23
ADJUSTED TO SUIT (BY OTHERS)
ACCORDANCE WITH AS1289. DATUM 19.000
EX
5. VOLUMES DO NOT INCLUDE SOIL COMPACTION FACTORS OR TOPSOIL
STRIPPING VOLUMES.
6. RETAINING WALL FINISHES THAT PRESENT TO ADJOINING LAND ARE OF SECTION B
HIGH QUALITY APPEARANCE AND COMPATIBLE WITH SURROUNDING SCALE 1:100 -
DEVELOPMENT.
7. IF DURING EARTHWORKS OPERATIONS UNSUITABLE MATERIAL IS
ENCOUNTERED, AS DEFINED IN SECTION 4 OF AS3798, THEN REMOVE
THIS MATERIAL PRIOR TO ANY FILLING OPERATION.
8. ALL EARTHWORKS TO BE CARRIED OUT AS PER LOCAL AUTHORITY
m
EARTHWORKS SPECIFICATIONS. IN LIEU OF LOCAL AUTHORITY
42
22.2 0
.3
SPECIFICATIONS EARTHWORKS COMPACTION TO BE MONITORED BY C
22.0
22.5 5
21
0
FIELD DENSITY TESTS CARRIED OUT IN ACCORDANCE WITH -- 23.75
m
2.00m
EX
RP BDY
REQUIREMENTS OF AS3798. ALL EARTHWORKS UNDER BUILDING PADS
724
22
0
23.0
TO BE CARRIED OUT IN ACCORDANCE WITH AS3798 APPENDIX B,
713
.75
5
21.
23.2
0
GEOTECHNICAL TESTING AUTHORITY, LEVEL 2 (U.N.O) REQUIREMENTS.
23.5
SURFSIDE CT
22.
2.0% RL
EX
DRY DENSITY RATION IS DETERMINED IN ACCORDANCE WITH AS1289. 23.
RL
9. THE CONTRACTOR IS TO ENSURE THAT THE SITE IS SELF-DRAINING 700
THROUGHOUT THE EARTHWORKS OPERATIONS. DAMAGE RESULTING
2.40m
m
RP BDY
FROM EXPOSURE SHALL BE REPAIRED AT THE CONTRACTOR’S DESIGN SURFACE
14
EXISTING LAYBACK
PROPOSED BUILDING
.4
EXPENSE. KERB AND CHANNEL
20
10. ALL FILL MATERIAL PLACED ON THE SITE TO BE NATURAL EARTH AND BY OTHERS
EX
ROCK, FREE OF CONTAMINANTS, NOXIOUS, HAZARDOUS, DELETERIOUS EXISTING SURFACE
.50
AND ORGANIC MATERIALS. 23
m
35
11. ADEQUATE SAFETY FENCING TO BE APPLIED TO BATTERS OR
m
.25
m
.9
03
23
06
20
RETAINING WALLS IN FILL AS PER RELEVANT AUSTRALIAN STANDARDS
.5
.0
EX
.00
23
AND TO ARCHITECTS DETAILS.
21
23
m
EX
12. REFER TO GENERAL NOTES FOR FURTHER EARTHWORKS NOTES. DATUM 19.000
EX
79
.75
.0
13. DUST CONTROL MEASURES ARE TO INCLUDE SPRAYING WATER ON
0
22
22
23.5
UNPAVED ROADS, ACCESS TRACKS AND STOCKPILES AT A SUFFICIENT
SECTION C
EX
LEVEL TO SUPPRESS DUST GENERATION. ADDITIONALLY
CONTRACTORS ARE TO COVER OR ENCLOSE STOCKPILES WHERE SCALE 1:100 -
REASONABLY PRACTICAL TO RESTRICT DUST MOVEMENT.
23.25
m
0
D
20
22.5
--
.4
WM
21
m
Section 12
EX
0m
91
22.
.1
8
EXISTING TELSTRA PIT TO BE
.7
23
25
20
PROTECTED AT ALL TIMES.
EX
EX
23.0
TRANSITION TO TIE IN NEATLY FH
22.
RP BDY
2.00m DIVERSION DRAIN
00
0
22.75
VARIES V
21.75
0.60m
20.25
20
22.50
.5
20.7
0
EXISTING WATER VALVES AND HYDRANTS
21.0
RP BDY
3m
21.2
21
SECTIONS LEGEND TO BE PROTECTED AT ALL TIMES.
5
22.
21.
4
22.
0
PROPOSED BUILDING
.8
.5
5
25
TRANSITION TO TIE IN NEATLY
75
22
0
00
m
DESIGN SURFACE BY OTHERS
75
EX
DESIGN SURFACE
m
.7
31
DATUM LINE
20
.1
22
EX
EXISTING SURFACE EXISTING SURFACE
EX
PROPOSED RETAINING WALL (BY OTHERS)
DATUM 19.000
SECTION D TRANSITION TO EXISTING EXISTING DRIVEWAY
PROFILE (APPROX 1:4) ACCESS TO BE REMOVED
SCALE 1:100 -
TO BE CONFIRMED ONSITE
SEAVIEW TERRACE
PRELIMINARY
NORTH POINT: ARCHITECT: CLIENT: SCALE BARS: PROJECT: DRAWING TITLE:
PROPOSED DEVELOPMENT EARTHWORKS LAYOUT 7297
PERROTT LYON DAVID RUTTER 0 2 4 6m 41 SEAVIEW TERRACE PLAN JOB No.
MATHIESON ARCHITECTS
02 RETAINING WALL AMENDED 01/02/2017 TJ SC Unit 5B/85 Hudson Road
Albion, QLD 4010 SCALE 1:100 @ A1
01 PRELIMINARY ISSUE - CLIENT REVIEW 30/01/2017 A SC
ABN 82 115 498 023
E-mail: [email protected] Phone: 3857 7868
Fax: 3262 7359 DESIGNED: APPROVED: RPEQ No.
C001 02
C COPYRIGHT of this engineering design and plan is the property of INERTIA ENGINEERING Pty Ltd
REV DESCRIPTION DATE DRAWN APPROVED T.JAMES DWG. No. REVISION
Used in these records
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