Skip to the record
Accept no substitutions.

Council archive · source document

41SeaviewTce Op Works Form 1 · OPW17/0051

Attached to the e-mail Operational Works Application - OPW17/0051.

of 14

Text shows just the words. Original shows the document exactly as it was published.

Check the original when the exact wording matters.

Original PDF page 1, section 1. The text section number identifies this passage in the reader.

IDAS form 1—Application details
(Sustainable Planning Act 2009 version 4.3 effective 5 December 2016)


This form must be used for ALL development applications.

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 this form (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 and any other IDAS form relevant to your application must be used for development applications relating to
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. 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.

PLEASE NOTE: This form is not required to accompany requests for compliance assessment.

Mandatory requirements

Applicant details (Note: the applicant is the person responsible for making the application and need not be the owner
of the land. The applicant is responsible for ensuring the information provided on all IDAS application forms is correct.
Any development permit or preliminary approval that may be issued as a consequence of this application will be issued
to the applicant.)

Name/s (individual or company name in full)                  David Rutter

For companies, contact name

Postal address                                               41 Seaview Terrace




                                                             Suburb     Sunshine Beach
                                                             State      QLD                 Postcode       4567
                                                             Country    Australia

Contact phone number                                         0419 597 273

Mobile number (non-mandatory requirement)                    0419 597 273

Fax number (non-mandatory requirement)
Full text of the other 13 sections

Section 2

Email address (non-mandatory requirement)            [email protected]



Applicant’s reference number (non-mandatory
requirement)

1.    What is the nature of the development proposed and what type of approval is being sought?

Table A—Aspect 1 of the application (If there are additional aspects to the application please list in Table B—Aspect 2.)
a)   What is the nature of the development? (Please only tick one box.)
         Material change of use          Reconfiguring a lot             Building work                Operational work

b)   What is the approval type? (Please only tick one box.)
         Preliminary approval            Preliminary approval            Development permit
          under s241 of SPA               under s241 and s242
                                          of SPA
c)   Provide a brief description of the proposal, including use definition and number of buildings or structures where
     applicable (e.g. six unit apartment building defined as a multi-unit dwelling, 30 lot residential subdivision etc.)
     Relocation of the existing residential crossover and earthworks (filling) to the road reserve.



d)   What is the level of assessment? (Please only tick one box.)
         Impact assessment               Code assessment


Table B—Aspect 2 of the application (If there are additional aspects to the application please list in Table C—
Additional aspects of the application.)
a)   What is the nature of development? (Please only tick one box.)
         Material change of use          Reconfiguring a lot             Building work                Operational work

b)   What is the approval type? (Please only tick one box.)
         Preliminary approval            Preliminary approval            Development
          under s241 of SPA               under s241 and s242            permit
                                          of SPA
c)   Provide a brief description of the proposal, including use definition and number of buildings or structures where
     applicable (e.g. six unit apartment building defined as a multi-unit dwelling, 30 lot residential subdivision etc.)




d)   What is the level of assessment?
         Impact assessment               Code assessment


Table C—Additional aspects of the application (If there are additional aspects to the application please list in a
separate table on an extra page and attach to this form.)
         Refer attached schedule         Not required



                                                                                              IDAS form 1—Application details
                                                                                               Version 4.3—5 December 2016

Section 3

2.     Location of the premises (Complete Table D and/or Table E as applicable. Identify each lot in a separate row.)

Table D—Street address and lot on plan for the premises or street address and lot on plan for the land adjoining or
adjacent to the premises (Note: this table is to be used for applications involving taking or interfering with water.)
(Attach a separate schedule if there is insufficient space in this table.)
           Street address and lot on plan (All lots must be listed.)
           Street address and lot on plan for the land adjoining or adjacent to the premises (Appropriate for
           development in water but adjoining or adjacent to land, e.g. jetty, pontoon. All lots must be listed.)
Street address                                                             Lot on plan description         Local government area
                                                                                                           (e.g. Logan, Cairns)
Lot       Unit     Street   Street name and official suburb/     Post-     Lot no.    Plan type
          no.      no.      locality name                        code                 and plan no.

i)                 41       Seaview Tce Sunshine Beach           4567      52         RP81810              Noosa Shire
ii)
iii)
Planning scheme details (If the premises involves multiple zones, clearly identify the relevant zone/s for each lot in a
separate row in the below table. Non-mandatory)
Lot       Applicable zone / precinct               Applicable local plan / precinct           Applicable overlay/s
i)        Detatched housing                        Noosa Plan 2006
ii)
iii)

Table E—Premises coordinates (Appropriate for development in remote areas, over part of a lot or in water not
adjoining or adjacent to land e.g. channel dredging in Moreton Bay.) (Attach a separate schedule if there is insufficient
space in this table.)
Coordinates                                                                Zone          Datum               Local government
(Note: place each set of coordinates in a separate row)                    reference                         area (if applicable)
Easting          Northing              Latitude        Longitude
                                                                                                GDA94
                                                                                                WGS84
                                                                                                other

3. Total area of land on which the development is proposed (indicate square metres)

574m2

4. Current use/s of the premises (e.g. vacant land, house, apartment building, cane farm etc.)

House




                                                                                                        IDAS form 1—Application details
                                                                                                         Version 4.3—5 December 2016

Section 4

5.     Are there any current approvals (e.g. a preliminary approval) associated with this application? (Non-
       mandatory requirement)

       No              Yes—provide details below

List of approval reference/s                          Date approved (dd/mm/yy)                  Date approval lapses (dd/mm/yy)



6.     Is owner’s consent required for this application? (Refer to notes at the end of this form for more information.)

       No
       Yes—complete either Table F, Table G or Table H as applicable

Table F
Name of owner/s of the land
I/We, the above-mentioned owner/s of the land, consent to the making of this application.
Signature of owner/s of the land
Date

Table G
Name of owner/s of the land

     The owner’s written consent is attached or will be provided separately to the assessment manager.

Table H
Name of owner/s of the land

     By making this application, I, the applicant, declare that the owner has given written consent to the making of the application.

7.     Identify if any of the following apply to the premises (Tick applicable box/es.)

       Adjacent to a water body, watercourse or aquifer (e.g. creek, river, lake, canal)—complete Table I
       On strategic port land under the Transport Infrastructure Act 1994—complete Table J

       In a tidal water area—complete Table K
       On Brisbane core port land under the Transport Infrastructure Act 1994 (No table requires completion.)
       On airport land under the Airport Assets (Restructuring and Disposal) Act 2008 (no table requires completion)
       Listed on either the Contaminated Land Register (CLR) or the Environmental Management Register (EMR) under
       the Environmental Protection Act 1994 (no table requires completion)

Table I
Name of water body, watercourse or aquifer




Table J



                                                                                                       IDAS form 1—Application details
                                                                                                        Version 4.3—5 December 2016

Section 5

Lot on plan description for strategic port land                      Port authority for the lot



Table K
Name of local government for the tidal area (if applicable)          Port authority for the tidal area (if applicable)



8.    Are there any existing easements on the premises? (e.g. for vehicular access, electricity, overland flow,
      water etc)

      No          Yes—ensure the type, location and dimension of each easement is included in the plans submitted

9.    Does the proposal include new building work or operational work on the premises? (Including any
      services)

      No          Yes—ensure the nature, location and dimension of proposed works are included in plans submitted

10.   Is the payment of a portable long service leave levy applicable to this application? (Refer to notes at the
      end of this form for more information.)

      No—go to question 11               Yes

10a. Has the portable long service leave levy been paid? (Refer to notes at the end of this form for more
     information.)

      No
      Yes—complete Table L and submit, with this application, the local government/private certifier’s copy of the
      accepted QLeave form

Table L
Amount paid                                                       Date paid        QLeave project number (6 digit number
                                                                  (dd/mm/yy)       starting with A, B, E, L, P or S)



11.   Has the local government agreed to apply a superseded planning scheme to this application under
      section 96 of the Sustainable Planning Act 2009?

      No
      Yes—please provide details below

Name of local government                          Date of written notice given   Reference number of written notice given
                                                  by local government            by local government (if applicable)
                                                  (dd/mm/yy)




                                                                                                  IDAS form 1—Application details
                                                                                                   Version 4.3—5 December 2016

Section 6

 12.    List below all of the forms and supporting information that accompany this application (Include all IDAS
        forms, checklists, mandatory supporting information etc. that will be submitted as part of this application)

 Description of attachment or title of attachment                                               Method of lodgement to
                                                                                                assessment manager
 Drawing – Elevations – E&W Residence at 41 Seaview Terrace Sunshine Beach                      Email
 Drawing – Elevations N&S – Residence at 41 Seaview Terrace Sunshine Beach                      Email
 Drawing – Upper Floor – Residence at 41 Seaview Terrace Sunshine Beach                         Email
 Drawing – Lower Floor – Residence at 41 Seaview Terrace Sunshine Beach                         Email
 Drawing 21265S - Existing site survey plan                                                     Email
 Drawing C001/02 Earthworks Layout Plan                                                         Email

 13.    Applicant’s declaration

     By making this application, I declare that all information in this application is true and correct (Note: it is unlawful to
 provide false or misleading information)

Notes for completing this form

 Section 261 of the Sustainable Planning Act 2009 prescribes when an application is a properly-made application.
  Note, the assessment manager has discretion to accept an application as properly made despite any non-
  compliance with the requirement to provide mandatory supporting information under section 260(1)(c) of the
  Sustainable Planning Act 2009

Applicant details
 Where the applicant is not a natural person, ensure the applicant entity is a real legal entity.

Question 1
 Schedule 3 of the Sustainable Planning Regulation 2009 identifies assessable development and the type of
   assessment. Where schedule 3 identifies assessable development as “various aspects of development” the
   applicant must identify each aspect of the development on Tables A, B and C respectively and as required.

Question 6
 Section 263 of the Sustainable Planning Act 2009 sets out when the consent of the owner of the land is required for
  an application. Section 260(1)(e) of the Sustainable Planning Act 2009 provides that if the owner’s consent is
  required under section 263, then an application must contain, or be accompanied by, the written consent of the
  owner, or include a declaration by the applicant that the owner has given written consent to the making of the
  application. If a development application relates to a state resource, the application is not required to be supported
  by evidence of an allocation or entitlement to a state resource. However, where the state is the owner of the
  subject land, the written consent of the state, as landowner, may be required. Allocation or entitlement to the state
  resource is a separate process and will need to be obtained before development commences.

Question 7
 If the premises is listed on either the Contaminated Land Register (CLR) or the Environmental
   Management Register (EMR) under the Environmental Protection Act 1994 it may be necessary to
   seek compliance assessment. Schedule 18 of the Sustainable Planning Regulation 2009 identifies
   where compliance assessment is required.

Question 10
 The Building and Construction Industry (Portable Long Service Leave) Act 1991 prescribes when the portable long
  service leave levy is payable.
 The portable long service leave levy amount and other prescribed percentages and rates for calculating the levy
  are prescribed in the Building and Construction Industry (Portable Long Service Leave) Regulation 2013.



                                                                                                     IDAS form 1—Application details
                                                                                                      Version 4.3—5 December 2016

Section 7

Question 10a
 The portable long service leave levy need not be paid when the application is made, but the Building and
  Construction Industry (Portable Long Service Leave) Act 1991 requires the levy to be paid before a development
  permit is issued.
 Building and construction industry notification and payment forms can be completed on the QLeave website at
  www.qleave.qld.gov.au. For further information contact QLeave on 1800 803 481.


Privacy—The information collected in this form will be used by the Department of Infrastructure, Local Government
and Planning (DILGP), assessment manager, referral agency and/or building certifier in accordance with the
processing and assessment of your application. Your personal details should not be disclosed for a purpose outside of
the IDAS process or the provisions about public access to planning and development information in the Sustainable
Planning Act 2009, except where required by legislation (including the Right to Information Act 2009) or as required by
Parliament. This information may be stored in relevant databases. The information collected will be retained as
required by the Public Records Act 2002.


OFFICE USE ONLY

 Date received                                        Reference numbers

NOTIFICATION OF ENGAGEMENT OF A PRIVATE CERTIFIER

 To                                                   Council. I have been engaged as the private certifier for the
                                                      building work referred to in this application

                                                                     BSA Certification license         Building
 Date of engagement        Name
                                                                     number                            classification/s




QLEAVE NOTIFICATION AND PAYMENT (For completion by assessment manager or private certifier if
applicable.)
                                                                                     Date receipted
                                                                                                          Name of officer
                                  QLeave project    Amount paid                      form sighted by
 Description of the work                                                Date paid                         who sighted the
                                  number            ($)                              assessment
                                                                                                          form
                                                                                     manager




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 1—Application details
                                                                                              Version 4.3—5 December 2016

Section 8

                                        LOCAL HARDWOOD CLADDING AND BATTENS
                                                                              BAGGED BRICK   OR   STONE   OR   BLOCK   OR   CONCRETE




TROPICAL LANDSCAPE TO MATCH SURORUNDS

Section 9

TROPICAL LANDSCAPE TO MATCH SURORUNDS


[OCR of page images]
 

“SOUTH ELEV scares

 

NORTA ELEV stave vim

 

TROPICAL LANDSCAPE TO MATCH SURORUNDS

_RESEDENCE ¢ 41 SEAVIEW TERRACE |

ELEVATIONS” runcaaam
SEPT ZTE
rr _ tent Lyon Mathieson « sinh
Sa a 2a hfain@bigpond. Het. mobile. sgoas imide

Section 10

                     2000mm
                              4500mm




            2000mm
   4000mm




6000mm


[OCR of page images]
  

12%
58.

      

“SCALE. [9/00 SEPT 2016

— erratt L tan Mathieson Architects
= mall + mathtam@ bignond. neta mobile 0408%.n51267-

 
 

Section 11

     
  
    

SURFSIDE. COURT

2 tag
g

     

perk tonidence sae Area: gen om,

Covers

ee NESIDENGE © A SEAVIEW TERRALE
LO W E R F LO 0 RK ae SUNSHINE BEACH
SUALE 1* 100 SEPT 2016

tl nal Mathienon > brehitecta
Soa 0 anal heam@bi igpend, met.au meVile 04082 %9125

Section 12

                                           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 13

      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 14

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

About this file

File size
5.1 MB (large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

41SeaviewTce Op Works Form 1.pdf · 5.1 MB (large file)

The download may take up to a minute.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.