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OPW15/0194 - Operational Works Application - 6 Hoop Pine Rd

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,

                                                                               engineers & project managers

            DR:AS 15633-1
            24 September 20105

            The Chief Executive Officer
            Noosa Council
            PO Box 141
            TEWANTIN QLD 4565

            ATTENTION:                Planning & Development - Mark Lewis

             Dear Mark

             RE:        PROPOSED DRIVEWAY TO 22 HOOP PINE ROAD, EERWAH VALE
                        OPERATIONAL WORKS APPLICATION

            We refer to our recent discussions regarding the provision of a driveway/property
            access at the above address and enclose the following documents in support of
            a Development Application for Operational Works.

                  •     IDAS Form 1;
                  •     IDAS Form 6;
                  •     IDAS Checklist 4;
                  •     2 copies of Tod Consulting Drawings 15633 C01 to CO?;
                  •     Our Client's cheque for the Operational Works Application           fees for
                        $1,614.00.

             Please note that the driveway is located within the Hoop Pine Road reserve but it
             is intended to be a private access only and not public road. Notwithstanding, we
             have provided a turning area at the bottom of the drive as requested in case a
             member of the public does drive down by mistake.

            The subject property is located in the Sunshine Coast Council region, however
            the majority of the work is with the Noosa Shire Council region, hence our
            Application to you. Sunshine Coast Council have been consulted and have
            advised that they do not require an Operational Works Application as the work
            within their boundary can be considered self assessable. They have advised that
            a permit to undertake work within the road reserve will be required only.

            Note that we are unsure whether this Application needs to be referred to SARA
            for clearing of native vegetation. We have ticked Item 3 in Section 2.1 of IDAS
            Checklist 4 as we believe the clearing is mentioned in part 5(g) of Schedule 24,
            Part 2 of the Sustainable Planning Regulation 2009. As such, this aspect of the
            Operational Work is not assessable development, however your confirmation of
            our assessment would be appreciated.
                                                                   Development Counter


Noosa: 07 54499600
SunshinE Coast: 075329     3}90
                                                      outsta
Mackay: 07 4840 2337
PO Box 61, Noosavilte, QLD4566, Australia
www.todconsulting.com                                                          TOO CONSUlTING PTY LTD ABN: 39128805336



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Page 2

We trust the above is satisfactory and look forward to your approval.

Should you have any queries         regarding   this matter   please    contact   the
undersigned.


Yours faithfully



DOUG REYNOLDS
TOO CONSULTING

blc            Rick Templeton

Page 3

                                                                          Department    of State Development,     Infrastructure   and Planning       -




    IDAS form 1-Application details
    (Sustainable   Planning Act 2009 version 4.1 effective 4 July 2014)


    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 (/DAS 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.

    '\11 terms used on this form have the meaning given in the Sustainable Planning Act 2009 (SPA) or the Sustainable
    .'Ianning 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.
I
I PLEASE NOTE: This fo~                 is not required to accompany requests for compliance assessme~

    This form can also be completed               online using MyDAS at www.dsdip.gld.gov.au/MyDAS


I 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 alllDAS application forms is correct.
    Any development permit or preliminary approval that may be issued as a consequence 01 thiS application will be issued
    to the applicant.)

    . ~ame/s (individual or company name in full)                   I Mr Rick Templeton
    For companies, contact name                                       C/- Tod Consulting           Pty Ltd - Doug Reynolds


    Postal address                                                    PO BOX61




                                                                      Suburb           Noosaville

                                                                      State            OLD                         1 Postcode      14566

                                                                      Country          Australia


        Contact phone number                                         I 07 5449 9600
        Mobile number (non-mandatory           requirement)

        Fax number (non-mandatory          requirement)




Great state. Great opportunity.
                                                                                                                                       Queensland
                                                                                                                                       C;nVi>rnmpnt       _

Page 4

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

Applicant's reference number (non-mandatory           115633
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 additionai aspects to the application please list in Table B-Aspect   2.)

a)    What is the nature of the development?     (Please only tick one box.)

      o   Material change of use      0 Reconfiguring a lot             0 Building work            ~   Operational work


b)    What is the approval type? (Please only tick one box.)

      o Preliminary approval          o     Preliminary approvai
                                             under s241 and 5242
                                                                        ~    Development permit
           under s241 of SPA
                                             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.)

     I Driveway construction within Council road reserve                                                                     I
d)    What is the level of assessment?    (Please only tick one box.)

      o Impact assessment             ~     Code assessment


Table B-Aspect    2 of the application (If there are additional aspects to the application please list in Tabie C-
Additional aspects of the application.)
a)    What is the nature of development?     (Please only tick one box.)

      o    Material change of use     0 Reconfiguring a lot             0 Building work            0 Operational work
b)    What is the approval type? (Piease only tick one box.)

      o Preliminary approval          o Preliminary approval            o Development
            under s241 of SPA                under s241 and s242               permit
                                             of SPA
c)     Provide a brief description of the proposai, including use definition and number of buildings or structures where
       applicable (e.g. six unit apartment building defined as a mufti-unit dwelling, 30 lot residential subdivision etc.)




d)     What is the level of assessment?

      o Impact assessment                0 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.)

       o Refer attached schedule 0 Not required

                                                                                                  IDAS form I-Application details
                                                                                                         Version 4.1-4 July 2014

Page 5

2.          Location    of the premises     (Complete Table D andlor 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.)

        D      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                   Local government       area
                                                                             description                   (e.g. Logan, Cairns)

Lot          Unit       Street    Street name and official        Post-      Lot no.       Plan type
             no.        no.       suburb/locality name            code                     and plan no.

i)                      22         Hoop Pine Road,                4562       11            SP184289         Sunshine Coast
                                   Eerwah Vale                                                              CouncillNoosa Council

 ii)

 Iii)
 Planning scheme details (If the premises involves multiple zones, clearly identify the relevant zonels 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)

 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

                                                                                               D GDA94
                                                                                               D WGS84
                                                                                               D other
 3. Total area of the premises            on which the development        is proposed     (indicate square metres)


1100,000


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


I Vacant Land




                                                                                                            IDAS form I-Application details
                                                                                                                   Version 4.1-4 July 2014

Page 6

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


~      No          D     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
D Yes-complete            either Table F, Table G or Table H as applicable


Table F

 ~ame of ownerls of the land

l!We, the above-mentioned        ownerls of the land, consent to the making of this application.

Signature of ownerls of the land


Date

Table G

Name of ownerls of the land                   I
D The owner's written consent is attached or will be provided separately to the assessment manager.
Table H

Name of ownerls of the land                   I
D By making this application, I, the applicant, declare that the owner has given written consent to the making of the application.
 !.     Identify   if any of the following        apply to the premises      (Tick applicable box/es.)


D      Adjacent to a water body, watercourse or aquifer (e.g. creek, river, lake, canal)-complete                 Table I

                                                                                                   Table J
D      On strategic port land under the Transport Infrastructure Act 1994-complete

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



Table I

 Name of water body, watercourse or aquifer




                                                                                                             IDAS form 1-Application details
                                                                                                                    Version 4.1-4 July 2014

Page 7

    Table J
    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)

    [8J No 0           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)

    LJ    No    [8J    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.)

    [8J   No-go to question 12         DYes

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

    o     No
    o Yes-complete Table L and submit with this application the yellow local governmenUprivate certifier's copy of the
          receipted QLeave form

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

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

    [8J   No

    o 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-Applica/ion de/ails
                                                                                                             Version 4.1-4 July 2014

Page 8

    13.   List below all of the forms and supporting information that accompany this application (Include alilDAS
          forms, checklists, mandatory supporting information etc. that will be submitted as part of this application. Note:
          this question does not apply for applications made online using MyDAS)

    Description    of attachment   or title of attachment                                           Method of lodgement to
                                                                                                    assessment manager

    Cover Letter                                                                                    By Mail

    IDAS Form 1 and Checklist 4                                                                     By Mail

    IDAS Form 6 - Building or Operational Work against a planning scheme                            By Mail

    Associated Engineering Drawings by Tod Consulting ref 15633-C01 to C07                          By Mail




114.       Applicant's   declaration

    [;8] By making this application, I declare that all information in this application is true and correct (Note: it is unlawful to
    lrovide 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) ot 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, Band 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(l)(e) ot 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. It 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 11
• The Building and Construction Industry (Portable Long SeNice 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 2002.




                                                                                                          IDAS fonn 1-App/icalion delails
                                                                                                                 Version 4.1-4 July 2014

Page 9

 Question 12
 • 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 are available from any Queensland post office or
        agency, on request from QLeave, or can be completed on the QLeave website at www.qleave.qld.gov.au.      For
        further information contact QLeave on 1800803481      or visit www.qleave.qld.gov.au.


  Privacy-The    information collected in this form will be used by the Department of State Development, Infrastructure
  and Planning (DSDIP), assessment manager, referral agency andlor 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.



       "FICE USE ONLY

      Date received      ____________                                    1   Reference numbers


  NOTIFICATION          OF ENGAGEMENT                OF A PRIVATE CERTIFIER

      To                                                                     Council. I have been engaged as the private certifier for the

             ~---------------I
                                                                             building work referred to in this application

                                                                                            BSA Certification license          Building
      Date of engagement                Name                                                number                             classificationls




  QLEAVE NOTIFICATION                    AND PAYMENT (For completion                 by assessment    manager or private certifier      if
  applicable.)
                                                                                                            Date receipted
                                                                                                                                  Name of officer
                                                                         Amount paid                        form sighted by
  I 'Jescription of the work                   QLeave project
                                               number                    (5)
                                                                                               Date paid
                                                                                                            assessment
                                                                                                                                  who sighted the
                                                                                                                                  form
                                                                                                            manaoer




      The Sustainable Planning Act 2009 is administered by the Department of State Development, Infrastructure and
      Planning. This form and all other required application materials should be sent to your assessment manager and any
      referral agency.




Department of State Development,         Infrastructure   and Planning
PO Box 15009 City East Qld 4002
1.113 QGOV (13 74 68)
[email protected]                                                                                                   IDAS form I-Application details
                                                                                                                               Version 4.1-4 July 2014
www.dsdip.qld.gov.au

Page 10

                                                                  Department    of State Development,   Infrastructure   ann Planning      -




 Schedule 3 Assessable Development
 Checklist 4-0perational work
 (Sustainable Planning Act 2009 version 4.1 effective 1 October 2014)

 This checklist only applies when the development application seeks approval for operational work. Before completing
 this checklist. please complete Checklist 1-Various aspects of development.

 You may complete this checklist as part of your development application. The checklist will:
 •         help you identify whether you need to make a development application for the proposed development
 •         help you identify the relevant Integrated Development Assessment System (IDAS) form you need to complete as
           part of your application
 •         assist in identifying the assessment manager or referral agency for development that is assessable development
           under schedule 3 of the Sustainable Planning Regulation 2009.

 If your development involves reconfiguring a lot, building work or material change of use, it is recommended you
 complete Checklisf 2-Material change of use. Checklist 3-Reconfiguring a lot, or checklist 5-Building work, where
 relevant.
 If you are unsure of any answers to questions, phone or visit your local government. or go to the Department of State
 Development. Infrastructure and Planning's website at www.dsdip.gld.gov.au.

 All terms used in this checklist have the meaning given in the Sustainable Planning Act 2009 or the Sustainable
 Planning Regulation 2009.

I Part 1-General        questions

 1.1        Is the operational     work clearing    native vegetation     on:
            •    freehold   land
            •    indigenous      land
            •    any of the following      under the Land Act 1994:
                       land subject to a lease
                       a road
                       trust land, other than indigenous          land
                       land subject     to a licence or permit?


 0 No              •    Continue to question 1.2

  [g] Yes          •     Complete part 2 of this checklist

     1.2     Is any of the proposed operational         work associated     with reconfiguring   a lot and the reconfiguration     is
             also assessable development?


     [g] No        •     Continue to question 1.3

     0 Yes         •     Complete part 3 of this checklist




Great state. Great opportunity.                                                                                              Queensland
                                                                                                                             r.nvl'mmpnt       _

Page 11

1.3    Does any of the proposed       operational     work involve taking or interfering    with:
       •   water from a watercourse,        lake or spring, or from a dam constructed        on a watercourse       or lake
       •   artesian water as defined       under the Water Act 2000, schedule        4
       •   overland    flow water
       •   subartesian     water


[2J No       •    Continue to question 1.4

D Yes        •    Complete part 4 of this checklist

1.4    Is the operational work the construction of a dam, or carried out in relation            to a dam, and, because of the
       works, the dam must be failure impact assessed?


[2J No       •    Continue to question 1.5

D Yes        •    Complete part 5 of this checklist


1.5    Is any of the proposed      operationat   work tidal works?


[2J No       •    Continue to question 1.6

D Yes        •    Complete part 6 of this checklist

1.6    Is any of the operational     work proposed      to be carried out completely     or partly within    a coastal
       management district?


[2J No       •    Continue to question 1.7

D Yes        •    Complete part 7 of this checklist

1.7    Is any of the proposed operational        work for constructing     or raising waterway       barrier works as defined
       under the Fisheries Act 1994?


[2J No        •    Continue to question 1.8

0 Yes         •    Complete part 8 of this checklist

1.8    Is any of the proposed operational work to be carried out completely              or partly within    a declared   fish
habitat area as defined under the Fisheries Act 1994?


[2J No        •    Continue to question 1.9

D Yes         •    Complete part 9 of this checklist

1.9    Is any of the proposed operational        work removing,      destroying   or damaging       marine plants as defined
       under the Fisheries Act 1994?


[2J No        •    Continue to question 1.10

D Yes         •    Complete part 10 of this checklist

1.10   Does the proposal involve        operational    works that are high impact earthworks          in the Great Barrier Reef
       Wetland Protection Area?


~NO         I.        Continue to question 1.11


                                                                                                         Checklist 4-Operational work
                                                                                                          Version4.1-1 October 2014

Page 12

                 •    Complete part 11 of this checklist

 1.11     Does the proposal     involve   operational   works that are the construction   or modification       of a levee?


 ~       No      •     End of checklist

 D Yes           •     Complete part 12 of this checklist


I Part 2-Clearing native vegetation
I 2.1 Do any of the following apply?
 The clearing is on premises to which structure plan arrangements apply.                                    D Yes        ~    No

 The clearing is clearing, or for another activity or matter, mentioned in schedule 24, part 1 of           D Yes        ~    No
 the Sustainable Planning Regulation 2009.
 The clearing is mentioned in schedule 24, part 2 of the Sustainable Planning Regulation 2009,              ~     Yes     D No
 as clearing for the particular land.

 •       If you answered yes to any of the above, this aspect of your operational work is not assessable development
 •       If you answered no to ALL of the above, continue to question 2.2

 2.2       Is the proposed vegetation clearing for a relevant       purpose   under the Vegetation   Management         Act 1999,
           section 22A for one or more of the following?

 A project declared to be a coordinated project under the State Development and Public Works                D Yes         D No
 Organisation Act 1971, section 26

 Necessary to control non-native plants or declared pests                                                   D Yes         D No
 To ensure public safety                                                                                    D Yes         D No
 For relevant infrastructure and the clearing cannot reasonably be avoided or minimised                     D Yes         D No
 A natural and ordinary consequence of other assessable development for which a                             D Yes         D No
 development approval was given under the repealed Integrated Planning Act 1997, or a
 development application was made under that Act, before 16 May 2003 and is outside an area
 .Jeclared to be a declared area part 2, division 4, subdivision 2 of the Vegetation Management
 Act 1999.
 For fodder harvesting outside an area declared to be a declared area part 2, division 4.                   D Yes         D No
 subdivision 2 of the Vegetation Management Act 1999:

 For thinning                                                                                               D Yes         D No
  For clearing of encroachment                                                                              D Yes         D No
  For an extractive industry outside an area declared to be a declared area part 2, division 4,             D Yes         D No
  subdivision 2 of the Vegetation Management Act 1999

  For necessary environmental       clearing                                                                D Yes         D No
  For high value agriculture clearing                                                                       D Yes         D No
     For irrigated high value agriculture clearing                                                          D Yes         D No
  The Minister responsible for administering the Vegetation Management Act 1999 is satisfied                D Yes         D No
  the development applied for is a for special indigenous purpose under the Cape York
  Peninsula Heritage Act 2007 outside an area declared to be a declared area part 2, division 4,
  subdivision 2 of the Vegetation Management Act 1999


                                                                                                       Checklist 4-0peralional work
                                                                                                        Version 4.1-1 October 2014

Page 13

                                                                     Department    of State Development,    Infrastructure   and Planning       -




 IDAS form 6-Building                                                or operational work assessable
 against a planning scheme
 (Sustainable Planning Act 2009 version 3.0 effective 1 July 2013)

 This form must be used for development applications for building work or operational work assessable against a
 planning scheme.

 You MUST complete ALL questions that are stated to be a mandatory requirement unless otherwise identified on this
 form.

 For all development applications, you must:
 •         complete IDAS form I-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 Reguiation 2009.

 This form must be used for building work or operational work relating on strategic port land and Brisbane core port land
 under the Transport Infrastructure Act 1994 and airport land under the Airport Assets (Restructuring and Disposal) Act
 2008 that requires assessment against the land use plan for that land. Whenever a planning scheme is mentioned,
 take it to mean land use plan for the strategic port land, Brisbane core port land or airport land.
                                                                    ----------

 This form can also be completed              online using MyDAS at www.dsdip.gld.gov.au/MyDAS


I Mandatory requirements
 1.          What is the nature of the work that requires             assessment    against a planning     scheme?    (Tick all applicable
             boxes.)

                                                                     ~     Operational work-complete       Table B
          D       Building work-complete       Table A


 Table A
 a)         What is the nature of the building work (e.g. building, repairing, altering, underpinning, moving or demolishing a
            building)?




     b)     Are there any current approvals associated with this application? (e.g. material change of use.)

           D       No       D      Yes-    provide details below


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




Great state. Great opportunity.                                                                                                   Queensland
                                                                                                                                  (;nvprnmpnt       _

Page 14

    Table B
    a)    What is the nature of the operational work? (Tick all applicable boxes.)
         [:gJ     Road works                     [:gJ   Stormwater         D       Water infrastructure


          D       Drainage works                 [:gJ   Earthworks         D       Sewerage infrastructure


          D       Landscaping                    D      Signage            D       Clearing vegetation under the planning scheme


          D Other-provide           details


    b)    Is the operationai work necessary to facilitate the creation of new lots? (E.g. subdivision.)

         [:gJ     No   D Yes-specify          the number of lots being created           I~                                              _
    c)    Are there any current approvals associated with this application? (E.g. material change of use.)

         [:gJ     No   D Yes-provide            details below


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




    2.      What is the dollar value of the proposed            building   work?                                         $
            (Inc GST, materials and labour.)

    3.      What is the dollar value of the proposed            operational    work?                                     $65,000
            (Inc GST, materials and labour.)

I Mandatory supporting          information

    4.      Confirm    that the following       mandatory   supporting     information     accompanies    this application


I   'IIandatory    supporting   information                                                       Confirmation      of       Method of
                                                                                                  lodgement                  lodgement

    All applications    involving    building     work or operational      work

    A site plan drawn to an appropriate scale (1:100, 1:200 or 1:500 are                           [:gJ Confirmed
    recommended scales) which shows the following:

    •    the location and site area of the land to which the application relates
         (relevant land)
    •    the north point
    •    the boundaries of the relevant land
    •    the allotment layout showing existing lots, any proposed lots (including the
         dimensions of those lots), existing or proposed road reserves, building
         envelopes and existing or proposed open space (note: numbering is
         required for all lots)
     •   any existing or proposed easements on the relevant land and their
         function
     •    any access limitation strips
     •    all existing and proposed roads and access points on the relevant land .



                                                                                          IDAS fonn 6-Building or operational work assessable
                                                                                                                   against a planning scheme
                                                                                                                     Version 3.0-1 July 2013

Page 15

A statement about how the proposed development addresses the local                           [8J Confirmed
government's planning schemes and any other planning documents relevant
to the application.
A statement addressing the relevant part(s) of the State Development                         o     Confirmed
Assessment Provisions (SDAP).                                                                [8J Not applicable
Applications     for building     work (including   extensions    and demolition       that is assessable      development)

Floor plans drawn to an appropriate scale (1:50,1:100            or 1:200 are                o     Confirmed
recommended scales) which show the following:                                                [8J Not app[icable
•    the north point
•    the intended use of each area on the floor plan (for commercial, industrial
     or mixed use developments only)
•    the room layout (for residential development only) with all rooms clearly
     labelled
•    the existing and the proposed built form (for extensions only)
•    the gross floor area of each proposed floor area .

E[evations drawn to an appropriate scale (1:100,1:200 or 1:500 are                           o     Confirmed
recommended scales) which show plans of a[1building elevations and                            [8J Not applicable
facades, clearly label[ed to identify orientation (e.g. north elevation).
Plans showing the size, location, proposed site cover, proposed maximum                       o    Confirmed
number of storeys, and proposed maximum height above natural ground level                     [8J Not applicable
of the proposed new building work.
Plans showing the extent of any demolition that is assessable development.                    o    Confirmed
                                                                                              [8J Not applicable
Applications      for operational      work involving   earthworks    (filling   and excavating)

Drawings showing:                                                                             [8J Confirmed
• existing and proposed contours                                                              o    Not applicable

• areas to be cut and filled
• the location and level of any permanent survey marks or reference
     stations used as datum for the works
•    the location of any proposed retaining walls on the relevant land and their
     height
•    the defined flood leve[ (if applicab[e)
     the fill level (if applicable).
Applications      for operational      work involving   roadworks

Drawings showing:                                                                             [8J Confirmed
•    existing and proposed contours                                                           o    Not applicable

• the centreline or construction line showing chain ages, bearings, offsets if
     the construction line is not the centreline of the road and all intersection
     points
•    information for each curve including tangent point chainages and offsets,
     curve radii, arc length, tangent length, supere[evation (if applicable) and
     curve widening (if applicable)
•    kerb lines including kerb radii (where not parallel to centreline) and
     tangent point changes (where not parallel to centreline)
•    edge of pavement where kerb is not constructed
•    position and extent of channe[isation
•    location and details of all traffic signs, guideposts, guardrail and other
     street furniture
 •    pavement markinos includino details on raised pavement markers

                                                                                     IDAS form 6-Building   or operalional worl< assessable
                                                                                                                 against a planning scheme
                                                                                                                   Version 3.0-1 July 2013

Page 16

• catchpit, manhole and pipeline locations
• drainage details (if applicable)
• cross road drainage culverts (if applicable)
• concrete footpaths and cycle paths
• location and details for access points, ramps and invert crossings
• changes in surfacing material.
Applications   for operational   work involving   stormwater    drainage

Drawings showing:                                                                     ~   Confirmed

• existing and proposed contours                                                      o Not applicable
•   drainage locations, diameters and class of pipe, open drains and
    easements
•   manhole location, chainage and offset or coordinates and inlet and outlet
    invert levels
•   inlet pit locations, chainage and offset or coordinates and invert and kerb
    levels.
Applications   for operational   work involving   water reticulation

Drawings showing:                                                                     o Confirmed
                                                                                      ~   Not applicable
• kerb lines or edge of pavement where kerb is not constructed
•   location and levels of other utility services where affected by water
    reticulation works
•   pipe diameter, type of pipe and pipe alignment
• water main alignments
• water supply pump station details (if applicable)
• minor reservoir details (if applicable)
• conduits
• location of valves and fire hydrants
• location of house connections (if applicable)
• location of bench marks and reference pegs .
Applications   for operational   work involving   sewerage     reticulation

Drawings showing:                                                                     o Confirmed
                                                                                      ~   Not applicable
• location of all existing and proposed services
• location of all existing and proposed sewer lines and manhole locations
 , location of all house connection branches
• kerb lines or edge of pavement where kerb is not constructed
•   chain ages
•   design sewer invert levels
•   design top of manhole levels
•   type of manhole and manhole cover
•   pipe diameter, type of pipe and pipe alignment
•   location of house connections (if applicable)
•   sewer pump station details (if applicable) .
Applications   for operational   work involving   street lighting

Drawings showing:                                                                     o Confirmed
                                                                                      ~   Not applicable
•   location of all light poles and service conduits
•   location of all other cross road conduits
•   type of wattage and lighting
•   any traffic calming devices
•   additional plans for roundabouts and major roads (if applicable)
• details of anv variations to normal alianment
                                                                              IDAS (onn 6-Building or operalional work assessable
                                                                                                       against a planning scheme
                                                                                                         Version 3.0-1 July 2013

Page 17

   •    details of lighting levels,                                                                                      I
   Applications         for operational    work involving   public utility services

   Drawings showing:                                                                              o   Confirmed
                                                                                                  ~   Not applicable
   • any existing light poles and power poles
   • any existing underground services
   • details of proposed services
   • alteration to existing services,
   Applications         for operational    work involving   landscaping    works

   Drawings showing:                                                                              o   Confirmed
                                                                                                  ~   Not applicable
   • the location of proposed plant species
   • a plant schedule indicating common and botanical names, pot sizes and
        numbers of plants
   •    planting bed preparation details including topsoil depth, subgrade
        preparation, mulch type and depth, type of turf, pebble, paving and garden
        edge
   •    the location and type of any existing trees to be retained
    •   construction details of planter boxes, retaining walls and fences
    • the proposed maintenance period
    • irrigation system details,
  Privacy-Please     refer to your assessment manager, referral agency andlor building certifier for further details on the
  use of information recorded in this form,



  OFFICE USE ONLY

    Date received           ____________                          1 Reference   numbers



  The Sustainable Planning Act 2009 is administered by the Department of State Development, Infrastructure and
  Planning, This form and all other required application materials should be sent to your assessment manager and any
  referral agency,




Department of State Development, Infrastructure    and Planning
PO 80x 15009 City East Old 4002
10113 OGOV (13 74 68)                                                                     IDAS fonn 6-Building    or operational wot!< assessable
[email protected]                                                                                                  against a planning scheme
                                                                                                                         Version 3.0-1 July 2013
www.dsdip.qld.gov.au

Page 18

                                                                                       HOOP PINE RD, COOROY
                                                                                      PRIVATE DRIVEWAY ACCESS
                       ENERGY SERVICE PROVIDERS
                                                                                                                                                                                                                                                                                                                 Personal Protective

                    U @~~gex         ongm
                                                                                                                                                                                                                                                                                                                --EQUipment -

                   NOTE: SERVICE lOCAllONS foRE IV'PROXIMATE ONLY FROM
                         PROVIDERS PLANS. LOCATlONSJoRE TO BE CONFlRMEO
                         PRIOR TO STAAT OF CONS1'RUCllON. PHONE cave
                         SERVICE LOCATIONS ON 1100 FOR DETAILS.




                                                                                                                                                                                                                                                                                                                SAFETY OFFICER
                                                                                                                                                                                                                                                                                                                North 0100:
                                                                                                                                                                                                                                                                                                                 54409114/0421097484
                                                                                                                                                                                                                                                                                                                South 0100:
                                                                                                                                                                                                                                                                                                                 54995127 I 0409729457

                Manual of Uniform Traffic Control Devices

              ~[E~[Z;J<$>[}[]~
                    NOTE: ALL SIGNS & LINE MARKING TO BE IN
                           ACCORDANCE IMTH THE MANUAL OF
                                                                                                                                                                                                                                                                                                                [Q)om[S
                         . UNIFORM TRAFFIC CONTROL DEVICES.                                                                                                                                                                                                                                                      BEFORE YOU DIG




                               TELECOMMUNICATIONS
                                SERVICE PROVIDERS                                                                                                                                                                                                                                                       SERVICE LOCATIONS
                                                                                                                                                                                                                                                                                                      It is the responsibility of the Foreman to
                                                                                                                                                                                                                                                                                                      contact the relevant service authorities
                       NOn:.: SERVICE lOCATlONS ARE APPROXIMATE ONLY fROM                                                                                                                                                                                                                             to ascertain the exact location of
                              PROVIDERS PlANS. LOCATlONSARE TO BE CONFIRMED
                              PRIOR TO START OF CONSTRUCllON.   PHONE DBYO                                                                                                                                                                                                                            services prior to construction.
                              SERVICE LOCATIONS ON ill! FOR DETAILS.



                                                                                                                                                     LOCALITY PLAN
                                                                                                                                                            NOT TO SCALE


                                                                                                                                                                                                                                                    PROJECT STANDARD DRAWINGS.
                                                                                                            DRAWING INDEX                                                                                                 NOOSA SHIRE COUNCIL
                                                                                      DRAWlNG NUMBER                         DESCRIPTION                                                                                  STO DVVG No.                            SHEET DESCRIPTION

                                                                                         15633. C01              LOCALITY PLAN AND DRAIMNG INDEX                                                                          R.056                                   DRIVEWAY.           RURAL DRIVEWAY

                                                                                         15633. CO2                      GENERAL NOTES
                                                                                                                                                                                                                          R-'5                                    TABLE DRAIN CROSSING WTH VEHICLE ACCESS
                                                                                         15633. C03    GENERAL ARRANGEMENT    PLAN, SETOlIT AND TYPICAL SECTION
                                                                                                                                                                                                                          INTERNA TIONAL EROSION CONTROL ASSOCIATION
                                                                                         15633 - C04        LONGITUDINAL SECTION AND PAVEMENT DETAILS
                                                                                                                                                                                                                          CDT-01                                  DUMPED ROCK CHECK DAM
                                                                                         15633 - COS               CROSS SECTIONS - SHEET 1 of 3

                                                                                         15633 - C06               CROSS SECTIONS.        SHEET 2 of 3

                                                                                         15633 - C07               CROSS SECTIONS.        SHEET 3 of 3                                                                    .• TO BE READ IN CONJUNCTION VIITH ALL ASSOCIATED DOCUMENTS,
                                                                                                                                                                                                                             STANDARD SPECIFICATIONS AND AUSTRALIAN STANDARDS WHERE
                                                                                                                                                                                                                             NOTED WlTHIN INDIVIDUAL STANDARD DRAIMNGS.                                                                                  o      10           20      30m
                                                                                                                                                                                                                                                                                                                                                         b-l                           !
                                                                                                                                                                                                                                                                                                                                                             Scale 1:500@A1
                                                                                                                                                                                                                                                                                                                                                             Scale 1:1000@A3



                                                                                         Clent
                                                                                                                                                                   "'-          \leli6ed
                                                                                                                                                                                                1''''''                                                                          [)Bwjl'lll   Tille




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    COP"l'RtGHT    0
TbNo•• _g •...cjecttl
~11II8CClOf<l_.wiIII".
     ••••nt be/wfttl Tod
ConMftng ply ld [)Ol and k:,
chnl TM~"""             odtbo'
                                                                                         RICK TEMPLETON
                                                                                                                      TOO                                          BLH
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                                                                                                                                                                                RPEQ       No
                                                                                                                                                                                                PRIVATE DRIVEWAY ACCESS                                                          COVER SHEET AND
                                                                                                                                                                                                                                                                                 DRAWING INDEX
                                                                                                                                                                                                                                                                                                                                                                AS SHOWN
                                                                                                                                                                                                                                                                                                                                                                OI'awlng

                                                                                                                                                                                                                                                                                                                                                                15633.C01
                                                                                                                                                                                                                                                                                                                                                                           Nurrilw
                                                                                                                                                                                                                                                                                                                                                                                           A1



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                                                                                                                        engineers &. project managers                                           ROp               LOT'1


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•••••edlor_.In".                 A          SSl.eD FOR;APPROVAL                                                                                                                                                   Rt,4201s.1l29lS1          RL                  ''(7,3i.(                               1LU\,R£IoIV<T"'" .--.              1'1_
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                                                Descrition                    Drawn

Page 19

         GENERAL                   NOTES
                                                                                                                                                                                                                                                                                                           EROSION & SEDIMENT CONTROL
                                                                                                                                                            EARTHWORKS
        .• GENERAL NOTES
                                                                                                                                                                                                                                                                                                           OBJECTIVES:
                                                                                                                                                            GENERAL:
                1.         00 NOT SCALE DRAWINGS.                                                                                                                                                                                                                                                              1.       THESE DRAWINGS ME PROVIDED FOR GUIDANCE ONLY. THE CONTRACTOR $iV.Ll. ASSESS 'M-tIIT
                                                                                                                                                               1.    THESE DAA'MNGS SHOULD BE RE.AD IN CQN.JJNCTlON WITH GEOTECHNICAL REPORT 15071 001,           D"'TED                                                MEASURES.ARE REQUIRED TO SUIT""E PROPOSED CONSTRUCTION METHODOLOGY AND STAGING.
                2.         All. DIMENSIONS ARE IN MIWMETRES OR METRES UNlESS NOTED OThERWISE.
                                                                                                                                                                     6" Of MAY 201SAND PREPAAED BY TECTONIC.
                3.         All.   DISCREPANCIES SHALl. BE REFERRED TO THE SUPERINTEN:lENT                     FOR CLARIFICATION BEFORE                                                                                                                                                                         2.       THE CONTRACTOR SliAU. COOPlY 'MTH ALl STATUTORY REGUl...ATlONS DURING Tl-E CONSTRUCTION
                                                                                                                                                               2.    AlL EXISTING UNDERGROUND SCfMCES               TO BE LOCATED AND MARKED PRIOR TO COMMENCEMENT OF                                                   PHASE.'ND MAINTENANCE PERIOD.
                           PROCEEDING
                                                                                                                                                                     EARll1'NORKS.
                4          TME.CONTRACTOR SHAll NOTIFY THE SUPERINTENDENT IN v.-RrTlNG OF AU. VARIATIONS ARISING FROM                                                                                                                                                                                          3        EROSION •••.•o SEOIMMITATION CONTROL MAY BE i\JDED BY MINIMISING THE MEA OF DISBURBANCE..
                           THE CLARlFICATIOO OF Tt1E DISCREPANCY.                                                                                              3.    AU. EARTHWORKS ACTMTIES INCLUDING STRIPPING. EKCAVATION. fIWNG. COMPACTION AND TESTING,
                                                                                                                                                                     IS TO BE UNOERTAKEN IN ACCORDANCE 'MTH THE DRAWINGS. SPECIFICATIONS. CURRENT RELEVANT                                                 M•••.•AGEP.IENTPRINCiPlES:
                5.         TME. CONTRACTOR SHALL SUBMIT DETAILS OF AN'( ADOITlONAL COST ARISING FROM A VARLATION TO                                                  AUSTIVJJAN STANDARDS. OTHER STAnrTORY REQUIREMENTS""""       TO THE SATISFACTION OF TtE                                                   4.       THE MANAGEMENT PRINCIPLES EMPlOYED IN THS PlAN ME IN ACCORDANCE INlTH THE 'BEST
                           THE SUl='ERINTENDENT FOR foPPROVAl.., BEFORE PROCEEDING 1NlTH""e WORKS.                                                                   LOCAl.. AUTHORITY AND THE ENGINEER                                                                                                                 PRACTICE EROSION AND SEDIMENT CONTROL' r.t..IoMJAL.PUBLISHED BY THE INTERN.A.TlONAL EROSION
                 6.        All. WORK AND MATERIALS SHALl. BE IN ACCORDANCE 'MTH THE DRA'MNGS, SPECIFICATIONS, CURRENT                                          4.    EARTHWORKS SHOlA.D AVOID THE EROSION OR SILTATION OF ADJOINING l..'NOS.                 STRE.AMS OR                                                CONTROL ASSOCI"'TlON (IEGA). THE BASIC PRINCIPlES.ARE TO:
                           RaevANT   AUSTRALIAN STANDARDS. OTt1ER STATUTORY REQUIREMENTS AND TO THE SATISFACTION                                                     W"'TERCOURSES, REFER EROSION AND SEDIMENT MA.NA.GEMENTPLMI mD NOTES.
                                                                                                                                                                                                                                                                                                                                MINIMISE Tt1E AREA OF DISTURBANCE;
                           OF THE LOCAl. AUTHORITY AND Tt1E ENGINEER.
                                                                                                                                                               5.    ALL. EROSJON AND SEDIMENT CONTROlS               TO BE INSTALLED AND FUllY   OPERATIONAL PRIOR TO
                                                                                                                                                                                                                                                                                                                                CONTROl DRAINAGE P'"THS UPSTREAM OF SITE AND AT oun.ElS                            FROM SITE;
                 7.        NO 'r\'ORK IS TO CO#.IMENCE ON SITE UNTIL THE APPROVAL Of' THE COUNCIL HAS BEEN RECEl\I£O IN                                              Cor.lMENCEUENT OF EARTHWORKS.
                           v.-R1TlNG AND AN OffiCIAL   PRE-START l.lEETING 'MTH A REPRESENTATIVE OF COUNCIL AND THE
                                                                                                                                                               5.    EARTH'M:>RJ(S SHOULD BE STAGED TO MINI "'ISE THE EXTENT AND DURATION Of SOIL EXPOSURE.                                                                     MIN1MISE EROSION;
                           ENGINEER HAy,;: BEEN H8.0.    THE CONTRACTOR IS TO O9TAlN A COPY OF Tt£ Mlt-VTES OF THE
                           PRE-5TART MEETlOO -'NO SHALL COMPI. Y vvrrH THE REQUIREMENTS THEREOF.                                                                                                                                                                                                                            •   MINIMISE SEDIMENTATION:
                                                                                                                                                               TOPSOIL:
                 &.        THE WORK AREA 'MLL BE MINIMISED TO FACIUTATE CONSTRUCTION 'M-1ILST ENAalNG CCNT1NUAl.                                               7.    PRIOR TO ANY EARTHWOAAS ACTMTIES, TREE STUMPS. BUILDING DEBRIS. ORGANIC RICH TOPSOIL MID                                                                   PROGRESSIVELY REVEGETATE AND REHAaIUTATE THE SITE.
                           OPERATIONS OF THE SPORTS COMPLEX. TO Tt1E SATISFACTION Of' THE PRINCIPAL AND                                                              SEVERELY ROOT AFFECTED AREAS MUST BE REMOVED
                           SUPERINTENDENT.                                                                                                                                                                                                                                                                 CONSTRUCTION PRE.START MEEllNG-
                                                                                                                                                               8.    ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL        IT SHAlL BE STOCKPILED FOR RE.USE IN
                 9.        'NORKlNG HOURS. COMMUNIC"'TIONS      PROTOCOlS. SITE .-.cCEss,  AREA FOR CONTRACTORS                                                                                                                                                                                                5.       THE CONSTRUCTION PRE-START tJEETING IS AN OPPORTUNITY FOR All                              PARTIES TO DISCUSS CRITICAL
                                                                                                                                                                     lJ',NDSCAF'lNG OR DIsPOSED OF. TOPSOIL STOCKPILES SHALl. NOT EXCEED 2M IN HEIGHT.
                           FACILlTIESISTORAGENOO SITE SECURITY TO BEAGREED WITH THE PRINClPAl. •••.•D SUPERINTENDENT.                                                                                                                                                                                                   ISSUES. SUCH M:
                                                                                                                                                               SUBSOILS
                 10. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED;                                                                                                                                                                                                                                                 •   KEY OBJECTIVES OF""E    EROSION AND SEDIMENT CONTROl PLAN;
                                                                                                                                                               9.    ENSURE SUITABlE GROUND COVER IS PROVIDED TO AlL EXPOSED SUBSOILS AS SOON AS PRACTICAL
                                                    CONSTRUCTION PRE-STAAT MEETING                                                                                   TO MINIMISE THE RISK.OF SOIL EROSION. ESPECiAllY IF THE SOILS ARE DISPERSIVE.                                                                              REQUIRED W"'TER QUAlIT'l' OBJECTIVES:
                                                •   SCT OUT                                                                                                                                                                                                                                                                     PERFORMANCE MONITORING ANO INSPECTION PROCEDURES;
                                                                                                                                                               SUBGRAOES
                                                    DEMOLITION                                                                                                  10. SUBGRAOES IN PAVEMENT AREAS SHAlL eE PROOF ROLlED USING A M~IUlA( lOT FLAT DRUM ROLLER                                                                      IDENTIFICATION Of THE RESPONSIBLE SITE OFFICCRS:
                                                                                                                                                                    AND AN'( son SPOTS OR UNSUITABLE MATERIAlS SHAU BE EXCAV"'TEO At«) REPLACED 'MTH SELECT
                                                    SUBGRAOE PRooF-ROL.l.S
                                                                                                                                                                                                                                                                                                                                IDENTIFICATION OF CRITICAl.. ENVIRONMENTAl...CONCERNS;
                                                                                                                                                                     FILL
                                                    PRE-SEAL PRooF-ROLLS
                                                                                                                                                                STOCXPILE MANAGEMENT;                                                                                                                                           REPORTING PROCEDURES FOR NDN-COMPLI-'NCE ACTMTlES •••.•D EVENTS.
                                                •   CONCRETE PRE-POURS
                                                                                                                                                                11. CONTRACTOR TO ENSURE STOCKPILES ARE NOT LOCATED IN A POSITION 'M-lERE THEY COULD BE                                                    SITE INSPECTION AND MONITORING:
                                                    FIfoW. INSPECTION                                                                                               WASHED INTO A GUTTER. DRAIN OR W"'TER Boo'1. SUCH AS:.
                                                                                                                                                                                                                                                                                                               6.       CONTRACTOR SHAll  NOMINATE A PERSON RESPONSIBLE                               FOR INSTAUATlON,          MONITORING /oW
                 11. THE CONTRACTOR SHALl. PROVIDE AlL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PlAN.                                                                     ON A ROAD PAVEw.ENT;                                                                                                                    MAINTENANCE OF CONTROL MEASURES (E.G. SITE FOREMAN).
                     ENVlRONIo1ENTAL MANAGEMENT PlAN AND WORK PlACE HEALTH AND SAFETY PLAN FOR REVIEW AND
                     APPROV,&J.OF PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION.                                                                                          'MTHIN AN OVERLAND FLOW PATH:                                                                                                  7.       ALl EROSION /oM) SEDIMENT CONTROL MEASURES SHOULD BE INSPECTED:

                                                                                                                                                                                                                                                                                                                                AT LEAST Di\JLY IM-lEN RAIN IS OCCURING:
                 12. FOLLOWING COMPlETION OF THE WORKS THE CONTRACTOR SHAlL CLEAN UP Tt1E SITE AND                                                                          •   AOJ"'CENT TO STREAM BANKS.
                     DEMOBIUSE TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT.                                                                                                                                                                                                                                          "'T LEAST 'M::EKLY (EVEN IF WORK IS NOT OCCURING ON-SITE):
                                                                                                                                                                12. CONTRACTOR TO ENSURE STOCKPILES ARE COVERED WITH A TMP CR OTt1ER IMPERVIOUS COVER.
                                                                                                                                                                    LONG TERM STOCKPILES CAN BE COVERED WITH MUlCH OR TEMPORARY VEGETATION (GRASS).
           SURVEY                                                                                                                                                                                                                                                                                                                'MTHlN 24 HOURS PRIOR TO EXPECTED FWNFALL.:
                                                                                                                                                                13. ENSURE APPROPRIATE OUST CONTROl MEASURES EXJST FOR ALL STOCKPILeS
                  1.        THIS DESIGN IS 6.'SEDON           SURVEY PROVIDED BY MURRAY & ASSOCIATES SUR\lE'fORS.                                                                                                                                                                                                                WITHIN 18 HOURS Of'''' RAINFALl EVENT.
                                                                                                                                                                14. ENSURE •••.•AWROPRIATE SEDIMENT COtrrROL SYSTEM IS LOCATED DO'MI-SLOPE OF All            STOCKPILES.
                  2.        THE CONTRACTOR               SHALL   CONFIRM     EXISTING   LEVELS.    FEATURES    AND   UTIUTlES    PRIOR   TO                                                                                                                                                                     8.      CONTRACTOR TO CHECK AFTER RAINFALl. FOR PERFORM •••.•CE INDICATORS SUCH .-.s EVIDENCe OF
                            CONSTRUCTION.                                                                                                                   SITE REH.4BlUTATlON:                                                                                                                                        EXCESSIVE FLOW CONCENTRATIONS.     EROSION  PATHS DEVELOPING.       SILT AND SEDIMENT
                                                                                                                                                                                                                                                                                                                        ACCUMULATION
                                                                                                                                                                15. EN~    THE SOIL SURFACE IS SCARIFIED PRIOR TO THE PLACEMENT OF TOPSOIL TO BREAK UP ANY
           EXISTING SERVICES                                                                                                                                                                                                                                                                                    9.      CONlR.'CTOR     TO Ct£CK DURING RAIN THAT FLOWS AAE NOT BYPASSING CONTROL MEA$JRES.
                                                                                                                                                                    EXCESSIVE COMP"'CTION. AND ENABLE THE APPROPRIATE KEYING OF Tt1E SOIL LAYERS.
                    ,.      THE LOCATION OF AU. IN-GROUND AM) OVERHE.AO SERVICES HAS BEEN DETERMtNED FROM FIELD
                                                                                                                                                                16. SCARIFY LIGHTl...Y COMPACTED SOILS TO A MINIMUM DEPTH OF l00MI,I AND HEAVILY COMPACTED                                                      10. 'MiEN A SITE INSPECTION DETECTS'" NOTABLE FAILURE IN ll1E ADOPTED MEASURES. THE SOURCE OF
                            SURVEY, DIAl. BEFORE YOU DIG ENQUIRIES -'NO INFORMATION PROVIDED BY .••SERVICE LOCATOR.
                                                                                                                                                                    SUBSOILS TO A MINIMUM DEPTH Of' 3OOMM.                                                                                                           THIS Fi\JLURE MUST BE IN\lESTlGATED ,t,ND THE APPROPRLATE AMENOMENTS MADE TO THE SITE
                    2.      THE SERVICES ARE SHOI'hl ON THESE DRAWINGS FOR INFORMATION ONI. Y AND NO RESPONSIBlUTY IS                                                                                                                                                                                                    CONTROLS.
                                                                                                                                                                17. TURF MUST NOT BE PLACED ON EXCESSIVElY COMPACTED SOILS.
                            TAKEN FOR THE ACCUAACY OR COMPLETENESS OF THE INFORMATION SUPPLiED.                                                                                                                                                                                                                 11. THE CONTRACTOR SHAU. MAINTAIN A WRITIEN RECORD OF OATES Of ALL. INSPECTIONS INCLUDING ANY
                                                                                                                                                                18 SOIL TESTING SHOULD BE USED TO DETERMINE AN'( REQUIRED Ct£MICAL                ADJUSTMENT TO THE SOIL                                            CORRECTNE ACTIONS TAKEN.
                    3.       THE CONTRACTOR SHALL VERIFY THE LOC"'T1ON OF All. EXISTING SERVICES ON THE SITE PRIOR TO
                                                                                                                                                                   (E.G. GYPSUM, U •.••E, FERTIUSER. PH AQ.JJSTh'ENTS).
                             COMMENCING WORKS.
                    4.       NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3M OF EXISTING SERVICES PRIOR TO NOTIFIC"'TlON                                          19. All     SITE REHABILITATION MEASURES SHOULD BE MONITORED, PARTlCtJL..A,RLYAFTER RAINFALL                                                REiNFORCED CONCRETE PAVEMENT
                             TO THE APPROPRLATE AUTHORIT1ES.
                                                                                                                                                                                                                                                                                                                   1.    THE CHARACTERISTIC COMPRESSIVE STRENGTH OF Tt1E CONCRETE (F'C) MUST NOT BE LESS THAN 32
                    5.       EXISTING VALVES. HYDRANTS. PITS. ACCESS CHAMBERS AND OTHER UTILITIES SHAll                         BE MODiFIED                  ROAD PAVEMENT
                                                                                                                                                                                                                                                                                                                         MPAAT 28 DAYS.
                             WHERE NECESSARY TO SUIT FINAL FINISHED SURFACE LEVELS.
                                                                                                                                                                1.     SUBGIVOE TESTS SHALL BE UNDERTAKEN •••.•D RESULTS SUPPLIED TO Tt1E DESIGNER. TO DETERMINE                                                   2.    CONCRETE Sl-W...L.BE READY MIXED. CONCRETE SI-W.L CONTAIN PORTlAND FLYASH BLENDED CEMENT
                                                                                                                                                                       THE ADEQUACY Of' THE PAVEMENT DEPTH DETAILED ON Tt1E DRAWING$.                                                                                    FOR INCREASED [)l.IR,I.BIUTY. THE PROPORTION OF FLYASH SHALL BE 25'110
                                                                                                                                                                                                                                                                                                                                                                                              BY ••••
                                                                                                                                                                                                                                                                                                                                                                                                   'EIGHT. OF Tt1E TOTAl
            CLEARING, GRUBBING AND DISPOSAL                                                                                                                                                                                                                                                                              COMBINED 'NEIGHT OF FLYASH NoD PORTlAND CEMENT.
                                                                                                                                                                2.     SUBGRAOES IN PAVEMENT AREAS SHALl. BE PROOF ROLLED USING A MINIMUM lOT FlAT DRUM ROLLER                                                     3.    CONCRETE COVER TO Tt1E OUTSIDE F-'CE OF NN REINFORCEMENT IS TO BE:
            GENERAL:                                                                                                                                                   AND ANY SOFT SORTS OR UNSUITABLE MATERIALS SHALl. BE exCAVATED AM) REPLACED 'MTH                                                                         SOMMTOP AND SlOES
                     1.      CLEARING SHOULD NOT OCCUR UNLESS PRECEEOED BY THE INST.-.u.ATION                         OF ALL. NECESSARY                                COMPACTED saECT GR,AJIILt.AR FILL (TYPE 2.3)                                                                                                             70MM BOTTOM
                             DRAINAGE .-.NO SEDIMENT CONTROL MEASURES.         THE EXCEPTION woutD                     BE AN'( CLEARING                                                                                                                                                                            4.    ALL CONCRETE IMJRo( IS TO BE EXECUTED IN ACCORD •••.•CE WITH Tt1E CURRENT EomON OF.
                                                                                                                                                                3      All. PAVING OPERATIONS INCLUDING MATERIAL SUPPLY. CONSTRUCTION PROCEDURES AND TESTING
                             NECESSARY TO I>J.l.OWINSTAlLATION OF THESE COtrrROl MEASURES.                                                                                                                                                                                                                         5.    _M 3600. $.V, CONCRETE STRUCTURES
                                                                                                                                                                       REQUIREMENTS SHALL BE IN ACCORDANCE WITH TNR STANDARDS.'ND SPECIFICATION
                                                                                                                                                                                                                                                                                                                                AS 1379 - READY.MlXED CONCRETE
                     2-      CLEARING SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE.                                                                                                                                                                                                       5.    THE TEST RESUL.TS 1fl:E TO CONFORM TO THE ACCEPTABIUTY REQUIREMENTS OF THE.CURRENT
                                                                                                                                                                                                                                                                                                                         EDITION OF;.s 3600 (PRo.ECT .-.ssESSUENT RECUIRED).
                     3.      EST.ABlISH AN'( NQN..OISTURBANCE OR EXCLUSION AAEAS IDENTIFIED.
                                                                                                                                                                                                                                                                                                                    7. THE MAXIMUM SIZE.OF "'GGREGATE SHAlL BE 2OMM.
                      4.     'M1ERE APPROPRIATE, IDENTIFY, ISOLATE MlDiOR PROTECT RETAINED VEGETATION.                                                                                                                                                                                                              8. Tt1E CONCRETE SHAlJ. SLUMP TEST AT 100MM UNLESS NOTED OTt1ERWISE
                                                                                                                                                                                                                                                                                                                    9. ALl CONCRETE TO BE MECHANICAl.LY VIBRATED.
                      S.     CLEARING SHAU. BE MIN1MlSEO TO ONLY THE TREES AND VEGETATION NECESSARY TO UNDERTAKE                                                                                                                                                                                                    10. PLASTIC CI'WRS OR CONCRETE BLOCKS TO BE USED TO SLFPORT REINFORCEMENT AND GIVE THE
                             THESE WORKS.                                                                                                                                                                                                                                                                               CORRECT CONCRETE COVER.
                                                                                                                                                                                                                                                                                                                    12. THE FACE OF ALL. CCNCRETEAGAINST 'NHICH NE"NCONCRETE IS TO BE POURED SHALL BE
                      5.     CLEAAING AAD GRUBaNG INCLUDES REMOV,&J.OF THE MAIN TREE ROOTS TO A MINIMUM DEPTH OF 1.0M
                             AND THE REMOVAL OF SURFACE ROOTS AND VEGETABlE IAATTER FROM THE TOP 0.3!JI BELOW Tt1E                                                                                                                                                                                                      Tt10ROUGH. Y SCA£lBLEO.
                                                                                                                                                                                                                                                                                                                    13. All CONCRETE SURFACES ARE TO BE CURED BY AN foPPROVEO METHOO FOR SEVEN (7) DAYS
                             NATURAL SURFACE. LEVa.
                                                                                                                                                                                                                                                                                                                        IMMEDIATELY CONCRETE IS HARD. PREFERRED METHOD IS TO COVER WITH PLASTIC SHEEnNG TAPED
                      7.      DISPOSAL Of AlL CLEARED VEGETATION                  AM)   RUBBISH    SHPU.   BE IN ACCORDANCE       'MTH   THE                                                                                                                                                                            AT EDGES AND LAPS.
                              REQUIREMENTS OF THE LOCAL "UTHORITY.                                                                                                                                                                                                                                                  14. REQUiRED CURING PERFORMANCE (CONTRACTOR'S REsPONSiBILTY): CRACKS IN CONCRETE (90 DAYS
                                                                                                                                                                                                                                                                                                                        AFTER PLACEMENT) SHAl..l NOT EXCEED THE FOlLOWING UMrTS:
                      8.      CLEAAED VEGETATION CAN BE PROCESSED THROUGH WOOD CHIPPING AND THE MULCH PRODUCED
                                                                                                                                                                                                                                                                                                                    11. DECORATIVE coNCRETE; NOT GREATER THNol O.lM"I (BARELY VISIBLE). DECORATI\fE CONCRETE 'MTH
                              PLACED IN INTERIM STOCKPILES FOR LATER USE IN EROSJON AND SEDIMENT CONTROl OR
                                                                                                                                                                                                                                                                                                                        CRACKS EXCEEDING LIMIT MAY BE REJECTED
                              lAND$C.APING PLRPOSES.                                                                                                                                                                                                                                                                12. ALl OTt1ER CONCRETE: 0.3MM (OURA8lLTYLIMIT). CONCRETE CRACKS EXCEEDING WMITMUST BE
                                                                                                                                                                                                                                                                                                                        REPlACED OR REPAIRED. OBTAIN APPROVAl. FOR REPAIR METHODS BEFORE COMMENCING 'IvORt<.
                                                                                                                                                                                                                                                                                                                    15. BAR SCHEDULE.
                                                                                                                                                                                                                                                                                                                               N. TYPE 500N HOT ROLl.ED HIGH YIELD BARS TO M 4671.
                                                                                                                                                                                                                                                                                                                               RL. RECTANGULAR RIB MESH TQ AS 4871.
                                                                                                                                                                                                                                                                                                                    15. REINFORCEMENT VP Sl'UCE LENGTHS (UN.O ON DRAWINGS)
                                                                                                                                                                                                                                                                                                                    13. -N12 _450MM
                                                                                                                                                                                                                                                                                                                    14. -N16.&OOMM
                                                                                                                                                                                                                                                                                                                    15• .RE1NFORCING MESH TO BE LAPPED 225MM MIN.




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                                                                                                                                                                                                                                                                                                                                                                                                                                    Drawing

                                                                                                                                                                                                                                                                                                                                                                                                                                    15633-C02
                                                                                                                                                                                                                                                                                                                                                                                                                                              Nurrbel




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Page 20

                                                                                                                                                                                                                                                                                                      LOT2
                                                                                                                                                                                                                                                                                                  ON RP 187377
                                                                                                                                                                                                                                                                                                                                 NO ACCESS TO EXISTING
                                                                                                                                                                                                                                                                                                                                 NEIGHBOURING DRIVEWAY
                                                                                                                                                                                                                                                                                                                                 FROM PROPOSED DRIVEWAY
                                                                                                                                                                                                                                                                                                                                                                            (~
                                                                                                                                                                                                                                                                                                                                                                                           +-
                                                                                                                                                                                                                                                                                                                                                                                           -Q:r"1iiI~ =-                               _ - ---:::
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  / ~\
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                                                                                                                                                                                        LOTt
                                                                                            r PROVIDE CONCRETE DRIVEWAY ACCESS IN                                                  ONRP      187377                                                                                                                                                                                   '--_/-                                         --                     ~-~////I
                                                                                              ACCORDANCE IMTH IPWEAQ STD DRG R-050                                                                                                                                                                                                                                              ~                         .r' ---                                       -- F-7',/ \                                         8
                                                                                                                                                                                                                                                                                                             DEMOLISH AND REMOVE                                                                                                     :.....-           '"                        .       ',1                I
                                                                                                                                                                         CONTROL                      LINE CL01                                                                                              EXISTING TRACK TO PREVENT -------.,.~                                                                                              EXTENT OF WORKS I

                                                                    -
                                                                                                                                                                                                                                                                                                                                                                      '~'0--=: J'
                                                                                                                                                                                 REFER SETOUT TABLE BELOW                                                                                                    VEHICULAR          ACCESS                                                '~
                                                                                                                                                                        (
TOCOOROY
          .                                                                                                                                                                                                                                                                         A EXISTING TREES




                                                                                               k~~~.,
                                                                                                        PROVIDE ROAD EDGE GUIDE POSTS                                                    HOOP PINE ROAD                                                                         /I,TO,BE\REM,.  OV\ED ,              \      '     \      \'          '''' •. ~"\
                                                                                                       @500mCRS-CONFIRMONSITE                                               ~Ji~                                                                                           ;(    I                     ~,\                        L'"                   ~



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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     LOT 11
                                                                                                                                                                -
                                                                                                                                                                                                                                                       -                                                                                                                                                                                                           ON $P 184289
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                                                                                                                                                     ,I ~K ~Ii IJ J I i I~I ~ I ~ ~ I ~ \ J \ ~ \ ~ \ ~ \ g~ \ , \ ~ \
                                                                                                                                                                                                                                                                                                                                                                                                                                                 PROPOSED EASEMENT FOR
                                                                                                                                                                                                                                                                                                                                                                                                                                                 TURNING AREA AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                 STROMWATER DISCHARGE
                                                                                                                                             I

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                                                                                                                                                                                                                                                                                                                                                                                                                                                    ourrET OPEN DRAIN TO
                                                                                                                                                                                                                                                                                                                                                                                                                                                    EXISTING GULLY AND PROVIDE
                                                                                                                                                                    g                        g                                                                                                                                                                            09..                                                                      GROUTED                 ROCK SCOUR OUTLET
                                                                                                                                                                                                                                                                                                                                                                          -..J: g." ~,
                                                                                                                                                                                                                                                                                                                                                                                               0           :-..

                                                                                                                                                                                     STEEPEN SAnER TO AVOID                                                                                   TABLE DRAIN                                                                                                                                              PROTECTION.                      10m2 (MIN)
                                                                                                                                                                                     PROPERTY BOUNDARY                                                                                        REFER SETOUT TABLE BELOW                                                          0                   ,,"     h.

                                                                                                    EXISTING DRIVEWAY
                                                                                                    ACCESS TO BE MAINTAINED
                                                                                                                                                             PROVIDE 1.0m HIGH DUMPED ROCK
                                                                                                                                                             CHECK DAMS EVERY4.00-5.00mAS  PER
                                                                                                                                                                                                                                          LOT 2
                                                                                                                                                                                                                                   ON RP 864123                                                                                                            I                     !ff
                                                                                                                                                                                                                                                                                                                                                                                ;I:        ~
                                                                                                                                                                                                                                                                                                                                                                                                           g_.
                                                         EXISTING
                                                         AND CHANNEL
                                                                      KERB
                                                                                                                                                             IECA STD DRG CDT-01                                                                                                                                                                                                '"     ~          t fi    (J ~
                                                                                                                                                                                                                                                                                                                                                                                                          !/J
                                                                                                                                                                                 GENERAL ARRANGEMENT                            PLAN                                                                                                                                        0::i ,. :to
                                                                                                                                                                                                                                                                                                                                                                                    ~ ::s                                                                    o                   5               10         15m

                                                                                                                                                                                                         SCALE 1:250
                                                                                                                                                                                                                                                                                                                                                                            00
                                                                                                                                                                                                                                                                                                                                                                           o()'~()                                                                           b--"   Seale 1 :250 @A 1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  ,             I
                                                                                                                                                                                                                                                                                                                                                                           <:              ,::i                                                                         scale 1:500 @A3
                                                                                                                                                                                                                                                                                                                                                                                           I         '"

                               SETOUT TABLE - CONTROL LINE CL01                                                                       SETOUT TABLE. TABLE DRAIN                                                                                                                                                                                                                                                      LEGEND
                                                             Northing                            Rad/Spiral             Chainage        Easling           Northing                 Level             Rad/Spiral
                  Chalnage                   Easting                            Level                                                                                                                                                                                                                                                                          --               -              --                   PROPOSED              CONTROL                LINE

                          o                  1004.996        1923.185           137.199                                        o        1002.44           1921.925                 136.845
                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED              CONCRETE                 PAVEMENT                    EDGE
                                                                                136.847              50                     8264        100821            1914.517                 134.709               62,846
                       1.408                 1005.617         1921.921                                                                                                                                                                                                                                                                                         --)--)--                                             PROPOSED              TABLE ORAlN
                      2,816                  1006.168         1920.624          136.495                                     16,528      1007.924          1906.383                 132.52
                                                                                                                                                                                                                                                                                                                                                               --) -->--                                            EXISTING TABLE DRAIN
                                             1007.633         1917.158          135.554                                     36.737      1010.174             1886.3                126.674
                       6.58
                                                                                                                                                                                                                                                                                                                                                                          ('"              III!
                                                                                                                                                                                                                                                                                                                                                                                                                    EXISTI NG EDGE OF BITUM EN
                                             1010,25          1910.974          133,885              50                     44.189      1011.016          1878.896                 124,518
                      13255
                                                              1904.319          132216                                      51.354      1012.574          1871.903                 122.45                                                                                                                                                                                                                           EXISTING TOP OF BANK
                      19,929                 1011.142

                                                              1896,525          130.25                                      66."        1015.656          1856,804                 118.157
                      27.793                 1012.188                                                                                                                                                                                                                                                                                                                                                               EXISTING BDnOM                          OF BANK
                                                              1893.713          129.541             -150                    82.681      1018,792          1840.994                 114,278
                       30.63                 1012.565                                                                                                                                                                                                                                                                                                                                                               EXISTING PROPERTY BOUNDARY
                                                                                                                             94,09      1021.361          1830.083                 111.923
                      33.467

                      43.995
                                             1013.049

                                             1014.842
                                                              1890.917

                                                              1880.543
                                                                                128.832

                                                                                 126.2                                      104.094     1023615           1820.337                 109.939                                                                                                                                                                                            )                             PROPOSED DUMPED ROCK CHECK DAM

                                                              1876.383          125.145             .200                    111.714     1025.119          1812,867                 108,693
                      48.217                 1015561                                                                                                                                                                                                                                                                                                                                                                 PROPOSED              ROAD EDGE GUIDE POST
                      52.438                 1018.455         1872.257          124089                                      121.368     1027.311          1803.465                 107.116

                                                                                                                            128.212     1028.192          1796.678                 106.088
                      62.436

                      66.757
                                             1018.573

                                             1019.488
                                                              1862.485

                                                              1858.262
                                                                                 121.59

                                                                                120509              -200                    129.765     1028.403          1795.055                  105.67                    ,                                                                                                  0.5m
                      71,078                 1020.585

                                              1024.15
                                                              1854.082

                                                              1840.494
                                                                                119.429

                                                                                115.917
                                                                                                                            131.319

                                                                                                                            137.836
                                                                                                                                        1027.416

                                                                                                                                        1023.484
                                                                                                                                                             1793.75

                                                                                                                                                          1788.553
                                                                                                                                                                                   105.252

                                                                                                                                                                                   104.800
                                                                                                                                                                                                                                                                                                             SHOULDER           llol,3   OOm \MOE DRIVEWAY                  I                                        ROAD EDGE GUIDE POSTS
                      85.126                                                                                                                                                                                                                               DESIGN
                                                                                                                                                                                                                                                                                          SELECTFILL
                                                                                                                                                                                                                                                           SURFACE
                      94.687                  1026.58         1831.232          113.527              150
                                                                                                                                                                                                                                                                                                                                  0
                                                                                                                                                                                                                                                                                                                                  1 1               300%
                      104,249                1027.813         1821.738          111202
                                                                                                                                                                                                                                                                                                                                                                                                                                                   /             1.0m HIGH DUMPED
                      129.292                1031.037         1796.903          106,419                                                                                                                                                             ALL 1 in2                                                                                                                                                                              ,/                    ROCK CHECK DAM
                                                                                                                                                                                                                                                    BATIERSTO
                      131.816                 1031.38         1794.266          106.023              6.5
                                                                                                                                                                                                                                                    VEGETATED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    I 3"
                                             1029.775         1792.145          105.627
                      134.341

                      141.001                1025.757         1766.833          105.450
                                                                                                                                                                                                                                                                                                           150mm THICK CONCRETE PAVEMENT...J
                                                                                                                                                                                                                                                                                                                                                                                                                           ~'i
                                                                                                                                                                                                                                                                                                                                                                                                                                  ~~ROCK                                             LINED TABLE DRAlN
                                                                                                                                                                                                                                                                                                           _ REFER NOTES ON SHEET C02 AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                   - 300mm DEEP
                                                                                                                                                                                                                                                                                                           DETAILS ON SHEET CO,
                                                                                                                                                                                                                                                  ~EXISTING                                                                                                                                                                                                             o                     123m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        L-i'                            ;                I
                                                                                                                                                                                                                                                                         SURFACE                                     DRIVEWAY TYPICAL SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Seale 1:50 @A 1
                                                                                                                                                                                                                                                                                                                                              SCALE 1:50                                                                                                                             Seale 1:100@A3

                                                                                                                            "' ..•                                                                                            ••••••                       ."'   ...                    Projlld                                                                                        Orawlng TllI•




                                                                                                                                                                                 TOD                                                                                                                                                                                                   GENERAL ARRANGEMENT                                                                       ;';          SHOWNr';~'
    COPYRIGHT         C
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                                                                                                                                                                                                                              Deslgnlld                    V.~~lId




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'_IlOI<M~                               Rev Dale    Revtslon Descri      tion            Drawn

Page 21

                                              N12 PERIMETER BAR TO
                                              CORNERS, EDGES AND JOINTS
                                              ALL SIDES MINIMUM LAP 450mm

                                                                                                                                  75
                                                                                                                                                                      10x10 PARCH EM RD SEAL OR
                                                                                                                                                                          APPROVED EQUIVALENT
                                                                                                                                                                         ELASTOMERIC SELANT ON
                                                                                                                                                                     BONO BREAKING TAPE REFER
                                                                                                                                                                                DETAlL 06 BELOW
                                                                                                                                                                                                                                              I~~~"m~""    MESH 60 COVER

                                                                                                                                                                                                                                                                               ~                                            25mm TOOL JOINT SEAL
                                                                                                                                                                                                                                                                                                                                UPON COMPLETION

                                                                                                                                                                                                                                                                                                                                                                                                                                             n
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ~PARCHEM ROADSEAl OR
                                                                                                                                                                                                                                                                                                                                                                                                                                                                             APPROVED EQUIVALENr'



                                               R16 - 300 CTR H.D                                                      11                                                               SL82 REINFORCING
                                                                                                                                                                                       MESH 50 TOP AND
                                                                                                                                                                                                                            ~[                           :;:4l;' :~:;';':.~~;'~-(:::?
                                                                                                                                                                                                                             ~.;~::.::::>.!'~.::)..~'?~;.,:_~~
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       --.1


                                                                                            ~~~:L~~~~;i;;';2~
                                               GALVANISEO DOWELS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ---r"
                                                                                                                                                                                       SIDE COVER
                                               (400 LONG) ~TH
                                                                                                                                                                                                                                    f-.r~;"X,:~~,;;:,~::.:
                                                                                                                                                                                                                                                    ••;•..'m'::~~"..fc:~::q.z..::
                                                                                                                                                                                                                                                                              -:-:::~"';7..:C.S;;;i;_
                                               PARCHEM DOWELFORM
                                               SLEEVE (AND 16mm
                                               INSERn SLEEVE ON ONE
                                               END, (OR APPROVED
                                                                                  ~K                                                                                         DPM ON 30mm SAND
                                                                                                                                                                                                                                         "\.'DPM               ON 30mm SAND                      \
                                                                                                                                                                                                                                                                                                                 lO~R   BOOmmWIDE MESH WITH 50
                                                                                                                                                                                                                                                                                                                                                                                                                                                         i'-..
                                                                                                                                                                                                                                                                                                                                                                                                                                                                 1"-----         BOND BREAKlNG
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 TAPE OR BACKING ROD

                                               EOUIVALENT THAT                                                                         "                                                                                                                                                                         COVER TO BASE OF JOINT. CUT
                                                                                                                                                                                                                                                                                                                 EVERY ALTERNATIVE WIRE AT JOINT                                                                                                         I'-
                                               ALLOWS LATERAL
                                               SHRINKAGE)
                                                                                                     I          200
                                                                                                                              I        200
                                                                                                                                                  I                                                                                                                                                              LOCATION       MARK JOINT LOCATION
                                                                                                                                                                                                                                                                                                                 FORM BOARDS BEFORE POURING
                                                                                                                                                                                                                                                                                                                                                              ON                                                                                                                 10mmTHICK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 COMPRESSIBLE
                                                                                            APPROVED           10mm                                                                                                                                                                                                                                                                                                                                                              MATERIAL
                                                                                            COMPRESSIBLE              FILLER

                                                                                                                                                                                                                02: CONCRETE CONTRACTION/CONSTRUCTION                                                                       JOINT (CJ) DETAIL                                                                  03: JOINT SEAL DETAIL
                                                                                  01: CONCRETE EXPANSION JOINT (EJ) DETAIL                                                                                                                                                                                                                                                                                                     NOT TO SCALE
                                                                                                                                                                                                                                                                     NOT TO SCALE
                                                                                                                      NOT TO SCALE
                                                                                                                                                                                                                                AT MAXIMUM          5.0m CENTRES       OR AS SHOWN (C.J.)                          ON PLAN
                                                                                       AT MAXIMUM        18.0m CENTRES OR AS SHOWN ( E.J. ) ON PLAN

                                                 ro
                                                 0>                                    SHOULD A CONTINUOUS                    POUR BE DESIRED; THEN DANLEY
                                                 ,.:                                    "K.FORM"     (175mm) JOINT FORMER COULO BE USED ~TH
                                                 ~                                                  HOLES RE-DRILLED FOR R16 DOWELS.
                                                 i;:
                                                 ~
                                                 0                TO~OY
       MATCH SMOOTHLY                            J:
       INTO EXISTING
       PAVEMENT
                                                 "
                                                 9,


                                                     ~r-=-                                                                                                                                                                                        DESIGN SURFACE
                                                                        ""'-
                                                                                                                                                                                                                                                           EXISTING SURFACE

                                                                                            r----I--.                         F"'-=-. :::--
                                                                                                                                                                                                                                                                                    ~                                                 ;;
                                                                                                                                                                                                                                                                                    '..,"                                             .,;
                                                                                                                                                            --       - r:::--
                                                                                                                                                                         - __ r-                                                                                                     ~
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                                                                                                                                                                                                                                                                                                                                      ~
                                                                                                                                                                                                                                                                                                                                      i;:
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                                                                                                                                                                                                                                -
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                                                                                                                                                                                                                                                                                    ro

                                                                                                                                                                                                                                         :::-~~
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                                                                                                                                                                                                                                                                                                                                                                 ~
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                                                                                                                                                                                                                                                                                                                                                                     .-,.:
                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                     ro




                                                                                                                                                            R.200m                                  R.200m
                                                                                                                                                                                                                                                                - - ':::r---
                                                                                                                                                                                                                                                                         -r:::::--
                                                                                                                                                                                                                                                                     R150m
                                                                                                                                                                                                                                                                                   9,

                                                                                                                                                                                                                                                                                                                 --                                                  ~

                                                                                                                                                                                                                                                                                                                                                                                 R~
             Heriz Curve Data                         ;.;;;                R50m                                R.150m
                                                                                                                                                                                                                                                                                                                                                          ~15.67 •
                                                                                                                                                                             .25%
             Vertical Geometry Grade (~.    '00/,                                                                                                                                                                                                                                                                                                          27.40 m
                                                                                                                                                                           112.746m
             Vertical Grade Length      0.0 4m



                                                                                                                                                                                                                                                                                                                                                                                                          -
                                                                                                                                                                                                                                                                                                                         30                 VC




                                                       -
             Vertical Curve Length (m)                                                                                                                                                                                                                                                                                  R-                  1.65
             Vertical Curve Radius (m)
              DATUM R.L. 94.50
               CUT DEPTH (-)
                                                                                            --                                                                                                                                                                                     ~                                                               ;;
                                                                                                                                                                                                                                                                                                                                                                             0           ~
                                                                                                                                                                                                                                                                                                                                                                                         ~
                                                                                       ~                                                                                                                                                            ::I                                                   ~                     :;;                             ~                                   .,8
                                                                                                                                                                                                                                                                                             M
                                                                                                                                                                                                                ;;                                                                 ;; OJ
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                                                                                                                                                                                                                                                    -::"                           -                      -                     .,~
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                                                @ 8 i! :!!                             ~~                                                                                                                        ~                                                                                                                                 ;:;
               FILL DEPTH (+)                   <i     ., <i <i
                                                       0
                                                                                       q    <i           ~              .,
                                                                                                                        N
                                                                                                                                             d        ~
                                                                                                                                                      0
                                                                                                                                                                     ~
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                                                                                                                                                                     ~
                                                                                                                                                                                      - -:;:"'
                                                                                                                                                                                      ~                          ~
                                                                                                                                                                                                                 ~
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                                                                                                                                                                                                                                                                                   ;;
                                                                                                                                                                                                                                                                                                          0

                                                                                                                                                                                                                                                                                                          I'l
                                                                                                                                                                                                                                                                                                                                                                <i           ~
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                                                                                                                                                                                                                                                                                                                                                                                         N

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                                                                  '"
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                                                                                                                                                                                                                                                                                                                                                   ~
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                                                                                                                                                                                                                                                                                                                                                                                         ~          ~~
                                                  " t'! !1
                                                ~ :!                                      '"
                                                                                        ~ :!             !!             ~                    "~       ~              ~                ~ ~                        ~
                                                                                                                                                                                                                                                                                                                                                   ~             ~
                                                                                                                                                                                        :;:                      ~                  ~                                              ~                                                                                                     8          :!!
                                                                                                                                                                                                                                                    !!                                                                                                          ~~
                                                                                                                                                                                                                                                                                   N

                                                ill           ~ l'                      M
                                                                                            ;;                          ;;;                  '"
                                                                                                                                             ;:
                                                                                                                                                      0
                                                                                                                                                      ::I            ill              ~ ~
                                                                                                                                                                                      N

                                                                                                                                                                                                                 ~
                                                                                                                                                                                                                                    N
                                                                                                                                                                                                                                                                                   ~. ~                    ~                    ~                  ill                       N
                                                                                                                                                                                                                                                                                                                                                                                                    ~
                                                                                                                                                                     ~
                                                   ~                                                     ~                                                                                                                                                                                                                                         e
                                                                                                                                                                                                                                    M


                                                                                                                                                                                      "'~ ~
                                                                                        N



                                                                                                                                                                                                                                                                                   -
                                                              N

                EXISTING                                                                M
                                                                                          ~                             '"                            ••~                                                        ::                 ~               ~                                        ~             ~                    ~                               !':! !':!                ~          ~
                                                              a ~                                                                                                    !1               0

                                                :! "
                                                "  :!                                   ~ :!             !!             ~                    ~
                                                                                                                                                                                                                                                                                                           ~
                                                                                                                        ~                             ~              ~                      :!!                  ~                                                                                         ~                    '"                              '" l:i                   ~                .,
                                                                                                                                                                                                                                                                                                                                                                                                          ~
                                                                                                                                                                                                                                                                                                                                                                " ~
                                                                                                                                                                                                                                                                                                                                                                             N

                                                              ~                                          ~
                                                                                                         M

                                                                                                         ~                                            8i                                    ~                                                       ~                              '"~                     N

                                                                                                                                                                                                                                                                                                                                "~                              ~
                                                                                                                                                                                                                 "
                                                                                                                                                                     M

                                                                                                                                                                                                                                                                                                                                                                                                    ~ ;!
                                                                                                                        ~
                                                                                                                                                                                                                                                                                   " !!                                                                                                  ~
                                                                                                                                                                     ~.
                CHAINAGE                                8., ~ ~
                                                              ~                         ~                                                             ,;             (;l              g                          ;::                ~
                                                                                                                                                                                                                                    0               ori
                                                                                                                                                                                                                                                    ~                              ~                       i!                                      ~            ~~
                                                                                                         "                                   ~                                              '"'"
                                                                                                                                             0
                                                0                                       ~ 0  N           N
                                                                                                                        M
                                                                                                                        M
                                                                                                                                                      •
                                               HORIZONTAL SCALE 1:250
                                               VERnCAL SCALE 1:250                                                                                                                                                                                                                                                                                                                                                                                                           0           5            10      15m
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ;            ;

                                                                                                                                                                                                                                                                                                                                                                                                                                                                             L::--l                             I
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      scale 1:250 @Ai



                                                                                                                                                                                                                                                                                                                                                                                                               -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      scale 1:500 @A3




                                                                                                                                  am
                                                                                                                                                                                                                                                                 v•••••                              Proj.,;:t                                                                                      .•.....•                                                                              Seale              ~ ISlleeI S1z,




                                                                                                                                                                                  TOD                                                    """"
                                                                                       Assodll«l~
                                                                                                                                                                                                                                         BLH                     GAJ                                 PRIVATE DRIVEWAY ACCESS                                                                        LONGITUDINAL SECTION                                                                 ASSHOWN                    A1
T'* ""'""""      0 \I>
    It'aMg II IUbied                                                                                                              RICK TEMPLETON                                                                                                                 V~fttd
~in~_""                                                                                                                                                                                                                                  Designed
                                                                                                                                                                                                                                                                                                                                                                                                    AND PAVEMENT DETAILS                                                                  Dllrwlng Nulfbet
.lI'••_~TOCl                                                                                                                                                                                                                             BLH                     GAJ
e-n"g~l)Illd~).-.d"""
                                                                                                                                                                                                                                                                 RPEQ No                                                                                                                                                                                                                  15633-C04
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ,....
                                                                                                                                                                                                                                         Approved


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 IR~
~       T1nlhwlng_l""lyt.                                                                                                                                                                                                                                                                                                   LOT 11 on SP1342S9
                                                                                                                                                                                          engineers & project managers                                                                               RCP




                                                                                                                                                                                                                --
                                                                                                                                                                                                                                                                 9072
•••• ~for,....opoocIftcPfCllod.
                                                                                                                                                                                                                                                                                                                                                                                                                                 ~ ~ ~ •
                                                                                                                                                                                           _I. ---
                                                                                                                                                                                                                                                                                                     LOCALAUlHORlTY         NSC<SCC
                                                                                                                                                                                                           _01_.xl
                                                                                                                                                                                                                                         O~~:OLOS
                                                                                                                                                                                                                                                                                                                            -                                                                                  •! ! ..."1",,1....1 •••. 1 1... 1....1") 1 ..• 1 •.. 1,,,.1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                        c


,-~
                                                                                                                                                                                                                                                                                                                                                                                      PSM '432!!6
                                                                                                                                                                                                                                                                                                                                                         """" "" ""
                                                                                                                                                                                           _CNot01SS3:n1lO ......."G10Mll:337                                                                        MCU APP'RCNAJ.
TN..~
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               •••• fIllI t. ••• ~
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                                     A       SSL.EO FOR N'PRCNAL                 XX
                                                                                                                                                                                                J"O ••••••    _OI.O_
                                                                                                                                                                                                                                         '.          •4?/'       "'211912015
                                                                                                                                                                                                                                                                    "                                ROl.lo.PPROVAL
                                                                                                                                                                                                                                                                                                                            RM2015.'029ll1
                                                                                                                                                                                                                                                                                                                                                         VERT OAn.MAHD
                                                                                                                                                                                                                                                                                                                                                         Rl.                          147.394
                                                                                                                                                                                                                                                                                                                                                                                                                   ~1o'Jl.                     __                "'_                      40f7
'--l"'~'in""                                                                                                                                                                                          .•••:lHII.'"                                                                                   OPW N'P'RCNAJ.
                                  Rev Dale Revision Oeseri tion                Drawn
                                                                                                                                                                                                                                              /

Page 22

                                                                                                                                                                                                                                     DESIGN SURFACE

                                                                                                                                                                                                                                     EXISTING SURFACE




                                                                CONTROL LINE Cl01
                                                                X = 1011.152
                                                                Y = 1904.249
                                                                Z=132.199                             .-/
                                                                                                            .-/
                                                                                                                                                                ..,
                                                                                                                                                                ,            L                                   CONTROL LINE CL01
                                                                                                                                                                                                                 X = 1015.954
                                                                                                                                                                                                                 Y = 1874.642
                                                                                                                                                                                                                 Z = 124.699

                                                                                                                                                                                                                 Datum 122.00
                                                                                                                                                                                                                                                               N
                                                                                                                                                                                                                                                               o
                                                                                                                                                                                                                                                                                   m
                                                                                                                                                                                                                                                                                   •...
                                                                                                                                                                                                                                                                                   '".; ~
                                                                                                                                                                                                                                                                                           +- f--

                                                                                                                                                                                                                                                                                           m
                                                                                                                                                                                                                                                                                        ., '.,"
                                                                                                                                                                                                                                                                                                       m                  ;:0; m
                                                                                                                                                                                                                                                                                                                               N

                                                                                                                                                                                                                                                                                                                          '" '.,
                                                                                                                                                                                                                                                                                                                              "
                                                                                                                                                                                                                                                               a
                                                                                                                                                                                                                                                               N
                                                                                                                                                                                                                 DESIGN                                                                                                   .;
                                                                                              .-/
                                                                Datum 130.00         .•..••••..                                                                                                                                                                                    ~~ ~                                   ~~
                                                                                                                  N     m
                                                                                                                        ~
                                                                                                                          .,       m          .,
                                                                                                                                              ~          m                                                                                                     N
                                                                                                                                                                                                                                                                                   '" ., 0             M                  ~
                                                                                                                                                                                                                                                                                                                          m ~
                                                                                                                                                                                                                                                                                                                            .,
                                                                                                                        ~                                N
                                                                                                                                                                                                                                                               ~                   N
                                                                                                                                                                                                                                                                                                       ''""
                                                                DESIGN
                                                                                                                      " N
                                                                                                                  oi oi oi
                                                                                                                  ~ ~~ ~ ~ ~
                                                                                                                                   oi         oi oi                                                              EXISTING
                                                                                                                                                                                                                                                               ~                   ''"" ''""
                                                                                                                                                                                                                                                                                   ~~ ~
                                                                                                                                                                                                                                                                                                       M                  ~ '"
                                                                                                                                                                                                                                                                                                                          ~~
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                                                                                                                                                         ....                                                                                                                      0     0
                                                                                                                                                                                                                                                                                                       0                  0     0
                                                                                                                        ;:j oi oi
                                                                                                                             N     M                     m
                                                                                                                                                                                                                 OFFSETS
                                                                                                                                                                                                                                                                                   0     0
                                                                                                                                                                                                                                                                                                       0                  0     0

                                                                                                                                                                                                                                                                                   "i '"                                  '"-
                                                                EXISTING                                          oi                          oi                                                                                                                                   C!                  0                        0
                                                                                                                  ~~ ~ ~                      ~          M                                                                                                                                             0                        oi

                                                                                                                  ;! 00      0
                                                                                                                                   0          0          0                                                                                                  CHAINAGE 50.000
                                                                OFFSETS                                           M     0    ~
                                                                                                                             0
                                                                                                                                   0          0          0

                                                                                                                  <'i <'i
                                                                                                                                   0
                                                                                                                                   ci         '" oi      0


                                                                                                                             "


                                                                                                                                                                                        1
                                                                                                      CHAINAGE 20.000

                                                                                                                                                                                                                 CONTROL LINE CL01                                    ,,' -
                                                                                                                                                                                                                                                                      ,       - -=
                                                                CONTROL LINE CL01
                                                                                                                                                                                                                 X= 1014.161
                                                                                                                                                                                                                 Y = 1884.480
                                                                                                                                                                                                                      =
                                                                                                                                                                                                                 Z 127.199
                                                                                                                                                                                                                                                       ---            ~

                                                                X = 1008.857                  ,...-                                                                                                              Datum 124.00
                                                                Y = 1913.965          /"                                                                                                                                                                                                                             ;:O;~
                                                                Z= 134.699                                                                                                                                       DESIGN

                                                                 Datum 132.00
                                                                                                                                                                                                                                                                                                                     ~~
                                                                                                                                                                                                                                                                                                                     g(1;
                                                                 DESIGN                                                                                                                                          EXISTING
                                                                                                                                                                                                                                                                                                                     ~~
                                                                                                                                                                                                                                                                                                                     00
                                                                 EXISTING                                                                                                                                        OFFSETS                                                                                             gg
                                                                                                                                                                                                                                                                                                                     ~N

                                                                                                                                                                                                                                                           CHAINAGE 40.000
                                                                 OFFSETS



                                                                                                        CHAINAGE 10.000
                                                                                                                                                                                                                                                                                     3.00%          ..J_00"!l0
                                                                                                                                                                      ~MATCH SMOOTHLY
                                                                                                                                                                      INTO EXISTING


                                                                                                                                                                                                                                                     --- --- ---
                                                                 CONTROL      LINE CL01                                                                                                                          CONTROL LINE CL01
                                                                                                                                                                      PAVEMENT
                                                                 X = 1004.996                                                                                                                                    X = 1012.498
                                                                 Y=1923.185
                                                                                                                                                                                                                      =
                                                                                                                                                                                                                 Y 1894.340
                                                                                                                                         /

                                                                                                  --                                                                                                                  =
                                                                                                                                 3.00%       .~                 _       --    -                                  Z 129.699
                                                                 Z=137.199
                                                                                                                                                                                                                 Datum 126.00
                                                                 Datum 136.00
                                                                                                                           ., m
                                                                                                                   .... m .,                               m    ~                                                                                               0         m   .,
                                                                                                                                                                                                                                                                              .,               m              ;:0;    m
                                                                                                                   .... ~ ~                       ;:0;
                                                                                                                                                          ::I                                                                                                   ;;;       '...,m" :;; '.,;"
                                                                                                                                                                                                                                                                                               m                      N

                                                                 DESIGN                                            ,.: ,.: ,.:
                                                                                                                   0    N    N
                                                                                                                                                           N

                                                                                                                                                  ,.: ,.: .,;                                                    DESIGN                                         .,;                                           'm" 'm"
                                                                                                                   ~~ ~ ~                         ~~ ~                                                                                                          ~         N   N
                                                                                                                                                                                                                                                                                  ~                           ~~
                                                                                                                   .... m ~ m                                                                                                                                             ~~
                                                                                                                                                                                                                                                                                  .,
                                                                                                                                                                                                                                                                                  •...                        m
                                                                                                                   .... '"    ~
                                                                                                                                                  ;:0;•... N    N
                                                                                                                                                                0
                                                                                                                                                                                                                 EXISTING
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                                                                                                                                                                                                                                                                ;;;
                                                                                                                                                                                                                                                                          m

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                                                                                                                                                                                                                                                                                  .,;                         ., ~
                                                                                                                                                                                                                                                                                                              M
                                                                                                                                                                                                                                                                                                              .,; .,; M

                                                                                                                   ,.: ,.: ;C ,.:
                                                                                                                                                  N        N    M
                                                                 EXISTING
                                                                                                                   0     0
                                                                                                                                                  ,.: ,.: ,.:                                                                                                   .;
                                                                                                                   ~ ~~ ~                         ~~~                                                                                                           ~         ~~ ~                                ~~
                                                                                                                   .,    0   0                                                                                                                                  ~         0
                                                                                                                                                                                                                                                                          0
                                                                                                                                                                                                                                                                               0
                                                                                                                                                                                                                                                                               0               0              0       0

                                                                 OFFSETS                                           '"    0   0
                                                                                                                                     8            0
                                                                                                                                                  0
                                                                                                                                                           0
                                                                                                                                                           0    ~
                                                                                                                                                                0
                                                                                                                                                                                                                 OFFSETS                                        m         0                    0              0       0

                                                                                                                                                                                                                                                                                                              '" oi
                                                                                                                                                  -'" '"
                                                                                                                                                                                                                                                                                               0                      0

                                                                                                                   <'i <'i '"
                                                                                                                   M     0
                                                                                                                                     0                     0
                                                                                                                                                                                                                                                                <1        <'i ~                ci
                                                                                                                             " ci                           oi oi

                                                                                                                                                                                                                                                           CHAINAGE 30.000
                                                                                                        CHAINAGE 0.000


                                                                                                                                                                                                                                                                                                                                                                                                                                 o
                                                                                                                                                                                                                                                                                                                                                                                                                                 I   _
                                                                                                                                                                                                                                                                                                                                                                                                                                             5I      10
                                                                                                                                                                                                                                                                                                                                                                                                                                                      ;
                                                                                                                                                                                                                                                                                                                                                                                                                                                             15m
                                                                                                                                                                                                                                                                                                                                                                                                                                                               ;


                                                                                                                                                                                                                                                                                                                                                                                                                                         scare 1 :250 @A 1
                                                                                                                                                                                                                                                                                                                                                                                                                                         Scale 1 :500 @A3



                                                                                                                                                                                                                                                                                                                                                                 o,.,,,,,'"
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                                                                                                                                                                                                                                                               I'd
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                                                                                                                                                                             TOD                                                                                                                                                                                 CROSS SECTIONS                                                              ;~ SHOWNr';7'
  COPYRIGHT 0
                                                                                                                                                                                                                          BlH                GAl            PRIVATE DRIVEWAY ACCESS
TIW~iI",*,jodlo
                                                                                                        RICK TEMPLETON
                                                                                                                                                                                                                          "",,,"'"           v.ri~ed
                                                                                                                                                                                                                                                                                                                                                                 SHEET 1 of 3
tV_fC~_Tod
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