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Development Application part 2 Report/Plans - MCU11/0254

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Full text of sections 2 to 39 (of 129)

Section 2

                                                                                                                      (
                                                                                                                      ji




   Wednesday, 7 December 2011

   Our Ref: 11396 / Office: Sunshine Coast
                                                                                                             kha
                                                                                                             DEVELOPMENT
                                                                                                             MANAGERS




             The Chief Executive Officer
             Sunshine Coast Regional Council
             Locked Bag 72
             Sunshine Coast Mail Centre QLD 4560

             ATTENTION:          Planning Assessment - North



   Dear Sir / Madam

   DIGITAL CERTIFICATION

   DEVELOPMENT APPLICATION FOR MATERIAL CHANGE OF USE FOR MULTIPLE HOUSING -
   TYPE 4 CONVENTIONAL (30 UNITS)

   60 HOFMANN DRIVE, NOOSAVILLE
   LOT 4 ON SP222982

   As an authorised representative of KHA Development Managers, I hereby certify that the attached CD
   is a true copy of the information submitted with this development application. I confirm that the
   information contained on this CD is the legal binding document included in Council's records
   management data system and will be used for assessing and determining this development
   application.

   Should you have any questions with respect to the above, please do not hesitate to contact me direct.


   Yours faithfully
   KHA DEVELOPMENT MANAGERS




   Attachments:
   Development Application contains
   1 x CD (in PDF format not exceeding 40MB)
   5 x Hard copies




                    PLANNING 1 SURVE'TIN!G I P                -.T MANAGEMENT I COURT APPEALS

Brisbane                                     unshine Cc                                North Queensland


Suite', 14 Lever Sheet, Aloior QId 4010    Suite 1, Corner Surf Road & Gardak Street   1C/41 Stun Street, Townsvme Q;d 481C
P o Box 266, Albion DC Q!d 4010            Alexandra Headland Q1d 4572                 PO Box 5027, Townsvuo QId 4810
p 1 07 3262 1200 r ; 07 3262 1499          PO Box 6380, Maoccnyoore BC 01d 4558        p 1 07 4721 3066 r 1 07 4721 3088
                                           p 1 07 5443 2844 r 07 5443 1146

Section 3

                        kha
                         DEVELOPMENT
                         M A N A G E R S




          TOWN PLANNING REPORT




PL A N N I N G | SU R V EY I NG | P R O J EC T M A NAGEMENT | COURT AP PE ALS


Sunshine Coast Suite 1, Corner Surf Road & Gardak St Alexandra Headland Qld 4572
PO Box 6380, Maroochydore BC Qld 4558
p | 07 5443 2844 f | 07 5443 7146 w | www.kenhicks.com.au

Section 4

KHA DEVELOPMENT MANAGERS                                                                                  TOWN PLANNING REPORT 11396




TABLE OF CONTENTS

1.0 Executive Summary ................................................................................................................. 2

2.0 Introduction ............................................................................................................................ 3

3.0 Site Description ....................................................................................................................... 4

   3.1 Subject Site ......................................................................................................................... 4

   3.2 Surrounding Land Uses ........................................................................................................ 5

4.0 Proposal ................................................................................................................................. 6

5.0 Planning Assessment ............................................................................................................... 7

   5.1 South East Queensland Regional Plan (SEQRP)...................................................................... 7

   5.2 South East Queensland Koala Conservation State Planning Regulatory Provision (SPRP) .......... 7

   5.3 The Noosa Plan ................................................................................................................... 8

   5.3.1 Land Use Definition ........................................................................................................... 8

   5.3.2 Level of Assessment.......................................................................................................... 8

   5.3.3 Applicable Overlays ........................................................................................................... 8

   5.3.4 Applicable Codes............................................................................................................. 10

6.0 Conclusion ............................................................................................................................ 11



ATTACHMENTS

Attachment A – Noosa Plan Code Assessment prepared by KHA Development Managers

Attachment B – Architectural Plans prepared by Reitsma + Associates

Attachment C – Stormwater Management Plan prepared by Empire Engineering

Attachment D – WCV and Fire Truck Turning Paths prepared by Empire Engineering

Attachment E – Landscape Concept Plan prepared by Anembo Consultants

Attachment F – Bushfire Management Advice prepared by Covey Associates




Development Application For Material Change Of Use                                                                                    Page 1
Multiple Housing – Type 4 Conventional (30 Units)
60 Hofmann Drive, Noosaville

Section 5

KHA DEVELOPMENT MANAGERS                                                           TOWN PLANNING REPORT 11396




1.0 EXECUTIVE SUMMARY

SITE DETAILS
Address                             60 Hofmann Drive, Noosaville
Property Description                Lot 4 on SP222982
Area                                6189m2
Local Authority                     Sunshine Coast Regional Council
Current Use                         Vacant

Registered Owners                   Canto Holdings Pty Ltd (trustee)

SOUTH EAST QUEENSLAND REGIONAL PLAN

Land Use Designation                Urban Footprint
PLANNING SCHEME DESIGNATIONS

Planning Scheme                     The Noosa Plan 2006
Locality                            Noosaville
Zone                                Shire Business Centre
Precinct                            RES
Overlays                            Koala Habitat Area
                                    Environmental Protection Area
                                    Environmental Enhancement Area
                                    High Potential Acid Sulfate Area
                                    Bushfire Hazard (Medium)
APPLICATION DETAILS

Applicant                           Canto Holdings Pty Ltd C/- KHA Development Managers
Proposal                            Multiple Housing – Type 4 Conventional (30 units)
Application Type                    Development Permit for Material Change of Use
Level of Assessment                 Impact Assessable
Applicable Codes                         Noosaville Locality Code
                                         Residential Uses Code
                                         Landscaping Code
                                         Engineering Works Codes
                                             Driveways and Carparking Code
                                             Transport, Roads and Drainage Code
                                             Erosion and Sediment Control Code
                                             Existing Services Code
                                             Earthworks Code
                                             Waste Management Code
Referral Agencies                   Department of Environment and Resource Management (Advice) –
                                    wetlands




Development Application For Material Change Of Use                                                    Page 2
Multiple Housing – Type 4 Conventional (30 Units)
60 Hofmann Drive, Noosaville

Section 6

KHA DEVELOPMENT MANAGERS                                                   TOWN PLANNING REPORT 11396




2.0 INTRODUCTION

This Town Planning report has been prepared by KHA Development Managers to accompany a
Development Application made by Canto Holdings Pty Ltd. The application seeks a Material Change
of Use for Multiple Housing – Type 4 Conventional (30 small dwelling units) on land located at 60
Hofmann Drive, Noosaville described as Lot 4 on SP222982.

The property is situated within the Noosaville Locality and included in the RES Precinct of the Shire
Business Centre Zone under The Noosa Plan. The proposed Multiple Housing - Type 4 Conventional
(small dwelling units) is a consistent use subject to Impact Assessment.

The purpose of this report is to describe the characteristics of the subject site and surrounding land
uses, detail the proposed development, and address all relevant town planning issues in respect to
the proposal.

The application includes an assessment of the applicable State Regulatory provisions and The Noosa
Plan.

This report should be read in conjunction with the accompanying covering letter, IDAS Development
Application forms, Architectural Plans prepared by Reitsma + Associates, Stormwater Management
Plan prepared by Empire Engineering, WCV and Fire Truck Turning Paths prepared by Empire
Engineering and Landscape Concept Plan prepared by Anembo Consultants




Development Application For Material Change Of Use                                             Page 3
Multiple Housing – Type 4 Conventional (30 Units)
60 Hofmann Drive, Noosaville

Section 7

KHA DEVELOPMENT MANAGERS                                                         TOWN PLANNING REPORT 11396




3.0 SITE DESCRIPTION

3.1 SUBJECT SITE

The subject site is situated at 60 Hofmann Drive, Noosaville and described as Lot 4 on SP222982. The
site forms part of the Noosa Business Centre and is a vacant allotment of 6189m2 in area, with a
frontage to Hofmann Drive of approximately 115.6m. The site is encumbered by an existing sewer
easement (Emt. B on RP215933) and an environmental covenant (Cov. AD on SP222982).

The site is cleared and filled and has been created as a development ready lot under Reconfiguring a
Lot permit 2006/1594. The site has available connection to established physical infrastructure
networks including telecommunications, water, and sewer.

While generally flat, the site does slope away from the road towards the rear boundary.

The location and context of the subject site in Noosaville is illustrated in Figure 1 and Figure 2.




                                                                  SUBJECT SITE




Figure 1 - Subject site                                                          (www.sunshinecoast.qld.gov.au)




Development Application For Material Change Of Use                                                         Page 4
Multiple Housing – Type 4 Conventional (30 Units)
60 Hofmann Drive, Noosaville

Section 8

KHA DEVELOPMENT MANAGERS                                                TOWN PLANNING REPORT 11396




3.2 SURROUNDING LAND USES

The subject site is located within the Noosa Business Centre, which has been development in part
with the Noosa Civic shopping centre and showrooms, with approvals for further showrooms, offices
and industrial uses. Surrounding the site is conservation parkland. Hofmann Drive fronting the site
will ultimately connect to Walter Hay Drive.




                                                         SUBJECT SITE




Figure 2 - Subject site‟s location within the locality                         (www.google.com.au/maps)




Development Application For Material Change Of Use                                            Page 5
Multiple Housing – Type 4 Conventional (30 Units)
60 Hofmann Drive, Noosaville

Section 9

KHA DEVELOPMENT MANAGERS                                                           TOWN PLANNING REPORT 11396




4.0 PROPOSAL

The proposal seeks to establish Multiple Housing – Type 4 Conventional in accordance with the
Architectural Plans prepared by Reitsma + Assocaites included in Attachment B. The proposal
involves the establishment of 30 x 2 bedroom small dwelling units.

Design/ Built Form
The proposed development is 2 storeys in height and has been designed with a contemporary urban
appearance to recognise the sites location within the Business Centre, while embracing and
incorporating a casual Noosa feel and character elements. The building design incorporates pitched
roofs and is well articulated and uses large overhand areas to create depth and visual relief.
Materials include concrete tilt-up panel walls, with expressed groove lanes to allow for colour splits,
with FC sheet panelling, aluminium window hoods, aluminium blades and battened gates to introduce
light weight elements and contrasts.

Layout
The units are designed as small dwelling units and are all less than 90m 2 GFA. The ground level of
each unit comprises a single car enclosed carport, laundry, kitchen, dining and living space opening
onto a private courtyard. The courtyards range in size from 25m2 to 60m2 in area. The upper level
of each unit comprises 2 bedrooms and a bathroom.

Access and Parking
Site access is achieved via a 6m wide driveway crossover to Hofmann Drive. Each unit has a single
covered carpsace with 11 onsite visitor carparks. All cars will be able enter and leave the site in a
forward motion.

Landscaping
A high quality landscape outcome is proposed that includes feature planting to compliment building
form and provide appropriate streetscape buffering – refer Landscape Concept Plan prepared by
Anembo Consultants included in Attachment E. 40.43% of the site will comprise landscape area.

Stormwater
Stormwater will be collected and treated onsite and discharged to a lawful point of discharge in
accordance with Stormwater Management Plan prepared by Empire Engineering included in
Attachment C.

Waste Disposal
A central bin store and washdown area is proposed. The screened bin store will accommodate 8 x
1100l bins for general waste and recycling. The bin store will include a washdown area connected to
sewer. Onsite bin collection will occur – refer WCV turning path Attachment D.

Key development parameters are summarised as follows:
Key Development Parameters             Proposal                             Noosa Plan 2006
Site Area                              6,189m²                              -
Dwelling Density                       72 persons                           99 persons (160 persons per hectare)
Gross Floor Area                       2,575.3m² (60%)                      3,713.4m² allowable
Site Cover                             2,383.8m²/ 38.5%                     N/A
Maximum building height                2 storeys / generally less than 8m   2 storeys / 8m allowable
Landscaping                            2,502.47m² (40.43%)                  15% - 928.35m² required



Development Application For Material Change Of Use                                                       Page 6
Multiple Housing – Type 4 Conventional (30 Units)
60 Hofmann Drive, Noosaville

Section 10

KHA DEVELOPMENT MANAGERS                                                                 TOWN PLANNING REPORT 11396




5.0 PLANNING ASSESSMENT


5.1 SOUTH EAST QUEENSLAND REGIONAL PLAN (SEQRP)




Figure 3: South East Queensland Regional Plan 2009 – 2031 Land Use Designation      (Department of Infrastructure and Planning)


Comment: The subject site is identified under the South East Queensland Regional Plan 2009 - 2031
as being in the Urban Footprint. Review of the applicable provisions of the Regional Plan indicates
that the proposed units are an appropriate scale and density for the site. The proposal does not
trigger any assessment against the regulatory provisions of the Regional Plan.



5.2 SOUTH EAST QUEENSLAND KOALA CONSERVATION STATE
PLANNING REGULATORY PROVISION (SPRP)




                                     SUBJECT SITE




Figure 5: Koala Conservation in South East Queensland State Planning Regulatory Provisions (DERM)



Development Application For Material Change Of Use                                                                   Page 7
Multiple Housing – Type 4 Conventional (30 Units)
60 Hofmann Drive, Noosaville

Section 11

KHA DEVELOPMENT MANAGERS                                                    TOWN PLANNING REPORT 11396



Comment: The site is mapped under the Koala Conservation in South East Queensland State
Planning Regulatory Provisions mapping as being within a Koala Assessable Development Area and
having a designation of „generally not suitable‟ for Koala habitat. The site is a cleared parcel of land
within the Noosa Business Centre. As the site is designated „generally not suitable‟ for Koala habitat,
no assessment against the South East Queensland Koala Conservation State Planning Regulatory
Provisions is triggered.



5.3 THE NOOSA PLAN

Under The Noosa Plan, the site is included in the RES Precinct of the Shire Business Centre Zone of
the Noosaville Locality.

An assessment of the applicable provisions of The Noosa Plan has been undertaken in the following
sections of this Town Planning Report.

5.3.1 LAND USE DEFINITION
The proposal is defined under The Noosa Plan as follows:

         “Multiple housing means the use of premises for two or more dwelling units or
         accommodation units as the case may be, occupied by permanent or semi-permanent
         residents, where the occupants may share common facilities on the site. The term includes
         the following types:

         Type 4 Conventional: Means the use of premises for dwelling units that do not fall within
         Multiple housing Types 1, 2, 3, or 5. The use includes units, townhouses, flats, apartments,
         villas and small dwelling units.”

         (small dwelling unit: means a dwelling unit containing no more than 2 bedrooms, no
         study, media room or other rooms capable of being used as a bedroom, and has no more
         than 90m2 of gross floor area.)


Comment: The proposal is for 30 dwelling units in accordance with the above definitions.

5.3.2 LEVEL OF ASSESSMENT

Under the table of assessment for Material Change of Use for the Shire Business Zone in the
Noosaville Locality, Multiple housing Type 4 Conventional where small dwelling units located in
Precinct RES, is a consistent use subject to Impact Assessment.

5.3.3 APPLICABLE OVERLAYS

Overlays recognise a wide range of environmental features and values across localities and zone
boundaries and need to be given particular consideration in preparing and assessing development
proposals.

The level of assessment varies depending on the type of overlay, the impact of the use on the overlay
and whether the impacts of the proposal on the overlay have been considered as part of a prior
application. The subject site is to the Biodiversity Overlay and Natural Hazard: Bushfire & Acid Sulfate
Soils Overlay as detailed below:




Development Application For Material Change Of Use                                              Page 8
Multiple Housing – Type 4 Conventional (30 Units)
60 Hofmann Drive, Noosaville

Section 12

KHA DEVELOPMENT MANAGERS                                                        TOWN PLANNING REPORT 11396



 Overlays                                                Comment
 Biodiversity Overlay
                                                         Complies.

                                                         The site is identified under the Biodiversity
                                                         Overaly as within a Koala Habitat Area and
                                                         Environmental Protection Area/Environmental
                                                         Enhancement Area. It is noted that the site is
                                                         cleared of vegetation and is not mapped as
                                                         „generally not suitable‟ Koala habitat under Koala
                                                         Conservation in South East Queensland State
                                                         Planning Regulatory Provisions.

                                                         An ecological assessment of the site was
                                                         undertaken by James Warren & Associates as
                                                         part of the prior reconfiguring of a lot approval.
                                                         The parameters and requirements for
                                                         environmental protection were been established
                                                         with the Negotiated Decision Notice issued 13
                                                         July 2007 (2006/1594).

                                                         The site is considered development ready with
                                                         no biodiversity constraints. No further
                                                         biodiversity assessment is required.




 Natural Hazard: Bushfire & Acid Sulfate Soils Overlay
                                                         Complies.

                                                         The site is identified under the Natural Hazard:
                                                         Bushfire & Acid Sulfate Soils Ovrelay as
                                                         containing high potential acid sulfate areas and
                                                         Medium Bushfire Hazard Area.

                                                         Acid sulfate soils have been assessed and
                                                         addressed as part of an Acid Sulfate Soils
                                                         Investigation prepared by Golder and Associates
                                                         which     formed     part    of   the   previous
                                                         reconfiguration of a lot assessment (2006/1594).

                                                         A Bushfire Management Plan has been
                                                         reprepared as required by conditions of the lot
                                                         reconfiguration approval (2006/1594) and




Development Application For Material Change Of Use                                                   Page 9
Multiple Housing – Type 4 Conventional (30 Units)
60 Hofmann Drive, Noosaville

Section 13

KHA DEVELOPMENT MANAGERS                                                  TOWN PLANNING REPORT 11396



                                                     approved by Council and Fire Services. Further
                                                     Bushfire Management Advice prepared by
                                                     Anthony Power from Covey Associates has been
                                                     proposed and included in Attachment F. This
                                                     advice confirms the proposal meets the intent of
                                                     the approved Bushfire Management Plan and
                                                     provides recommendation specific to the
                                                     proposed development.




5.3.4 APPLICABLE CODES

The proposed development is Impact Assessable and is subject to assessment against the following
codes:

   Noosaville Locality Code

   Residential Uses Code

   Landscaping Code

   Engineering Works Codes
        Driveways and Carparking Code
        Transport, Roads and Drainage Code
        Erosion and Sediment Control Code
        Existing Services Code
        Earthworks Code
        Waste Management Code

An assessment of the applicable codes has been undertaken by KHA Development Managers and
included as Attachment A. This code assessment has determined that the proposal generally complies
with all probable solutions. Where probable solutions are not met compliance with the specific
outcome is demonstrated.




Development Application For Material Change Of Use                                            Page 10
Multiple Housing – Type 4 Conventional (30 Units)
60 Hofmann Drive, Noosaville

Section 14

KHA DEVELOPMENT MANAGERS                                                   TOWN PLANNING REPORT 11396




6.0 CONCLUSION

This Town Planning report has been prepared by KHA Development Managers to accompany a
Development Application made by Canto Holdings Pty Ltd. The application seeks a Material Change
of Use for Multiple Housing – Type 4 Conventional (30 small dwelling units) on land located at 60
Hofmann Drive, Noosaville described as Lot 4 on SP222982.

The property is situated within the Noosaville Locality and included in the RES Precinct of the Shire
Business Centre Zone under The Noosa Plan. The proposed Multiple Housing - Type 4 Conventional
(small dwelling units) is a consistent use subject to Impact Assessment.

Planning support is justified on the following grounds:

        The proposal is a consistent use under the Noosa Plan 2006;

        The proposal generally complies with all provisions of the Noosa Plan 2006 and the applicable
         codes. Where the probable solutions of the codes are not met, compliance with the specific
         outcomes has been demonstrated;

        The subject site is a cleared, relatively unconstrained parcel of land, and the proposed
         development can be achieved with no detrimental impact on the existing streetscape or
         neighbourhood amenity;

        The proposed development will positively contribute to the expansion of the Noosa Business
         Centre.

Approval of the application, subject to the imposition of reasonable and relevant conditions is
warranted.




Development Application For Material Change Of Use                                             Page 11
Multiple Housing – Type 4 Conventional (30 Units)
60 Hofmann Drive, Noosaville

Section 15

                  ATTACHMENT A
                  CODE ASSESSMENT
PREPARED BY KHA DEVELOPMENT MANAGERS


[OCR of page images]
ATTACHMENT A

 

CODE ASSESSMENT
PREPARED BY KHA DEVELOPMENT MANAGERS

Section 16

NOOSAVILLE LOCALITY CODE
Division 17 – Specific Outcomes and Probable Solutions for the Noosaville Locality
Table 11.13

Specific Outcomes                           Probable solutions     Proposal
11.9 Effects of use
Amenity
O1 Uses are located, designed and           No solution provided   Complies
operated to avoid significant adverse                              The proposed development has been
changes to the light, air quality, noise,                          appropriately designed within the
accessibility or other conditions enjoyed                          applicable development parameters to
by users of associated, adjoining or                               ensure it will not detrimentally impact
nearby uses.                                                       on the amenity of adjoining or nearby
                                                                   uses. The use and design is consistent
                                                                   with the intended outcome for The
                                                                   Noosa Business Centre.

Major Road Network
O2 Through traffic in Noosaville uses       No solution provided   Not applicable
Gibson Road or Eenie Creek Road,                                   The proposed development will not
ensuring the visual amenity of Gympie                              result in any impacts to Gympie Terrace.
Terrace is protected with a consequent
enhancement of visitor and recreation
opportunities and benefit to businesses
along Gympie Terrace.

Visual amenity
O3 The visual amenity and character         No solution provided   Not applicable
surrounding the major road network is                              The site does not front the major road
protected     and        enhances    the                           network
recognisable entrance to Noosaville
through—
a) retaining and enhancing the visual
and physical separation of Noosaville
from other localities; and
b) ensuring development does not
encroach     upon       existing  native
vegetation along the road frontage other
than for accessways.


Neighbourhood identities
O4 The separate identities of the           No solution provided   Not applicable
various     residential  neighbourhoods                            The site is not located         within   a
remain important and distinct elements                             residential neighbourhood.
of    the    residential  character  of
Noosaville.
Lake Entrance Boulevard
O5 There is no increase in the number       No solution provided   Not applicable
of lots that gain access via Lake                                  The site is not located in the vicinity of
Entrance Boulevard.                                                Lake Entrance Boulevard.

Airport
O6 Development and use of premises          No solution provided   Not applicable
within 750m of the airport do not cause                            The site is not located within 750m of
an obstruction or other potential hazard                           the airport.
to aircraft movement associated with
the airport by the way of—
a) the physical intrusion of buildings or
other structures into aircraft take-off
and approach flight paths;
b) attracting birds or bats to the area,
which could cause or contribute to bird-
strike hazard;

Section 17

Specific Outcomes                              Probable solutions                          Proposal
c) providing very bright lighting or
lighting similar to runway lighting, which
can distract or confuse aircraft pilots;
d) interfering with navigation or
e) communication facilities;
f) emissions that may affect pilot
visibility or aircraft operations; and
g) transient intrusions into the airport‘s
operational airspace.
11.10 Built form
Density
O7 The density of development within           No solution provided                        Complies
the site area—                                                                             The     proposed     development      is
a) is compatible with surrounding                                                          compatible       with      surrounding
development; and                                                                           development and does not exceed a
b) does not exceed—                                                                        maximum population density applicable
    i) for the Semi-Attached Housing                                                       to the Shire Business Centre Zone of
Zone:                                                                                      160 persons per hectare. ie site area of
          A) for sites between 500m2 and                                                   6189m2 = 99.024 persons. Proposed 30
599m2 inclusive—4.8 persons                                                                x 2 bedroom units = 72 persons.
          B) for sites 600m2 or more — 6.6
persons or 100 persons per hectare
    ii) for the Attached Housing and
Business Centre Zones—a maximum
population density of 100 persons per
hectare with the exception of the
following sites which have an allowable
population density of 320 persons per
hectare exclusively for the purpose of a
visitor hostel—
         A) Lots 3 & 4 on RP122928
situated at 14-16 Mary Street; and
         B) Lot 21 on RP815864 situated at
11-13 William Street;
      iii) For the Visitor Mixed Use Zone—
160 persons per hectare; and
      iv) for the Business Centre Zone a
maximum population density of 100
persons per hectare with the exception
of Lots 3 & 4 on RP122928 situated at
14-16 Mary Street which have an
allowable population density of 320
persons per hectare exclusively for the
purpose of a visitor hostel
      v) for the Shire Business Centre
Zone 160 persons per hectare or 320
persons per hectare exclusively for the
purpose of a visitor hostel
      vi) for the Community Services Zone
maximum population density of 320
persons per hectare exclusively for the
purposes of Residential Aged Care and
160 persons per hectare for any other
form of Retirement & Special Needs
Housing; and
c) has a low site impact to enhance the
opportunity to maintain natural site
characteristics,         including    native
vegetation and natural landforms.


Height
O8 Buildings and other structures—             S8.1 Buildings and other structures         Complies/Alternative solution
a) are low rise and have a visual bulk         have a maximum building height of—          The proposed development is low rise
and an architectural scale consistent          a) if in the Attached Housing Zone – 8m,    and has an architectural scale consistent
with structures on adjoining or nearby         with the exception of those properties      with nearby development. The building
land;                                          with frontage to the following streets: -   does not exceed a maximum building
b) do not exceed a building height of —        Russell St, William St and Howard St, or    height of 8m/ 2 storeys, with the

Section 18

Specific Outcomes                            Probable solutions                          Proposal
   i) for the Attached Housing Zone 2        Weyba Rd, James St and Albert St north      exception of Unit Block B, Unit 19 which
storeys unless located on property with      of their intersections with Elizabeth St    exceeds the 8m height limit by 26cm.
frontage to the following streets: -         where they have a maximum building          This unit is situated at the rear southern
Russell St, William St and Howard St, or     height of 12m;                              corner of the site, with a proposed
Weyba Rd, James St and Albert St north       b) if in the Visitor Mixed Use Zone –       finished floor level and roof level, lower
of their intersections with Elizabeth St,    12m;                                        than the units fronting Hofmann Drive.
where they are not to exceed a               c) if in the Business Centre or Industry    This minor height exceedance of 26cm
maximum building height of 3 storeys;        Zones — 10m;                                will have no detrimental impact on the
    ii) for the Visitor Mixed Use Zone– 3    d) if in the Shire Business Centre Zone –   surrounding area given that the side and
storeys, although present only 1-2           8m, except in Precinct E1 or E2 where       rear boundaries are fully surrounded by
storey façades to Gympie Terrace;            12m;                                        conservation parkland. Notwithstanding
   iii) for the Shire Business Centre        e) in all other zones—8m.                   this minor height increase, we note in
Zone– 2 storeys, except in Precinct E1                                                   accordance with the Noosa Business
and E2 where 3 storeys and Precinct                                                      Centre Planning Review, endorsed by
REC/MU where 1 storey; and                                                               Council at its ordinary meeting of 14
  iv)for all other zones— 2 storeys;                                                     May 2009, Councils current policy
 c) do not visually dominate the street                                                  position for allowable height on the
or surrounding spaces;                                                                   subject site is 3 storeys and 12 metres,
d) preserve the amenity of surrounding                                                   with which the proposal fully complies.
land;
e) ensure that development responds to
the site topography; and
f) are well articulated with strong
horizontal and vertical design elements
to provide an interesting streetscape
and to complement landform changes
and landscapes.


Setbacks
O9 Buildings and other structures are        S9.1 Buildings and structures comply        Complies
appropriately designed and sited to—         with the setbacks identified in Schedule    The proposed development complies
a) provide amenity for users of the          1 - Minimum Boundary Setbacks.              with the minimum boundary setbacks
premises as well as preserve the visual                                                  included in Schedule 1. A 6m road
and acoustic amenity of adjoining and                                                    setback and a 5m side/rear setback are
nearby land uses;                                                                        achieved.
b) provide adequate distance from
adjoining land uses;
c)allow space for required vehicle
parking;
d) preserve any existing vegetation that
will buffer the proposed building;
e) allow for landscaping to be provided
between buildings;
f) maintain the visual continuity and
pattern of buildings and landscape
elements within the street;
g) avoid large areas of continuous wall
planes by varying the building setbacks
and using appropriate techniques to
provide visual relief; and
h) help protect the natural character
and visual amenity of the Noosa River
system and other watercourses.
Site cover, gross floor area and plot
ratio                                                                                    Complies
O10 The site cover, gross floor area and     No solution provided                        The proposed development has a site
plot ratio of buildings and other roofed                                                 cover of 2,383.8m2 (38.51%), gross
structures—                                                                              floor area of 2,575.3m2 and plot ratio of
a) results in a building scale that is                                                   0.41, which is consistent with outcomes
compatible          with       surrounding                                               O11 and O16 and which will result in a
development;                                                                             building scale that is compatible with
b) does not present an appearance of                                                     surrounding development. The building
bulk to adjacent properties, roads or                                                    design has an articulated and pitched
other areas in the vicinity of the site;                                                 roof form that relates to surrounding
c) maximises the retention of existing                                                   building forms and does not present an
vegetation and allows for additional soft                                                appearance of bulk to adjacent
landscaping between buildings;                                                           properties, roads or other areas in the

Section 19

Specific Outcomes                            Probable solutions   Proposal
d) allows for adequate area at ground                             vicinity of the site. While the site has
level       for     outdoor   recreation,                         been cleared, landscaping is included
entertainment, clothes drying and other                           along the street frontage and between
site facilities; and                                              the unit blocks to soften the built form.
e)     facilitates    onsite stormwater                           Each unit has a private courtyard
management and vehicular access.                                  adequate to allow for the outdoor
                                                                  recreation, entertainment and clothes
                                                                  drying needs of residents. Sufficient
                                                                  stormwater management and vehicle
                                                                  access and manoeuvring is achieved on-
                                                                  site.
O11 Site cover—                                                   Not Applicable
a) for a class 1 or class 10a structure                           The subject site is included in the Shire
within the Detached Housing Zone,                                 Business Centre Zone within the RES
b) does not exceed—                                               Precinct and which does not have any
   i) for a single storey building - 50%;                         site cover restriction. The proposal does
or                                                                however achieve a site cover of 38.5%
   ii) for a building of 2 or more storeys                        (2,383.8m2).
- 50% on the ground floor and 30% for
the upper storey(s), or 40% for all
storeys for a building of 2 or more
storeys;
c) for other classes with the Detached
Housing Zone, does not exceed—40%;
d) for the Semi-Attached Housing Zone
does not exceed 40%;
e) for the Attached Housing Zone does
not exceed 40%;
f) for the Visitor Mixed Use Zone does
not exceed 40%; or
g) for the Shire Business Centre Zone in
Precincts E1, E2, E6 and E7 does not
exceed 50%.

O12 For the Semi-Attached Housing                                 Not applicable
Zone buildings do not exceed a plot
ratio of 0.45:1

O13 For the Attached Housing Zone the                             Not applicable
maximum gross floor area is equivalent
to the maximum allowable population in
persons multiplied by 40m2.

O14 For the Visitor Mixed Use Zone, the                           Not applicable
maximum gross floor area equals the
allowable    population   in   persons
multiplied by 40m2, provided that the
gross floor area does not exceed
13,600m2.

O15 For the Business Centre Zone,                                 Not applicable
outside of the Mary Street/Thomas
Street Precinct the maximum plot ratio
is —
a) 0.8:1 for site areas up to and
including 2,000m2; plus
b) 0.3:1 for the balance portion of the
site area in excess of 2000m2.

O16 Within the Shire Business Centre                              Complies
Zone, the maximum plot ratio for                                  The proposal achieves a maximum plot
development within the following                                  ratio of 0.41 where up to 0.6 is allowed.
precincts is —
a) Precincts B1 and B2 combined- 0.5:1;
b) Precinct B3- 0.8;
c) Precinct E1- 0.6;
d) Precinct E2- 0.6;
e) Precinct E3- 0.6;

Section 20

Specific Outcomes                           Probable solutions                           Proposal
f) Precinct E4- 0.6;
g) Precinct E5- 0.6
h) Precinct E6- 0.6;
i) Precinct E7- 0.6;
j) Precinct RES- 0.6; and
k) Precinct REC/MU- 0.1.

Flooding and drainage
O17 Buildings and other works are           S17.1 For new buildings or structures        Not applicable
designed and sited to—                      or additions more than 50m2 gross floor      The site is not subject to a minimum
a) provide flood free access to premises    area to an existing building or structure,   floor level requirement.
and flood free habitable areas;             floor levels for habitable rooms are not
b) allow only minor, short term and         less than the specified minimum floor
infrequent flooding of non-habitable        levels
areas;                                      AND
c) ensure drainage does not adversely       S17.2 Where Council infrastructure is        Complies
impact upon other premises; and             available— any drainage (including           Refer Stormwater Management Plan in
d) ensure filling or excavation does not    buildings and yards) flows to that           Attachment C.
adversely impact upon other premises        infrastructure; and the infrastructure
by—                                         has the capacity to accept any additional
   i) causing ponding on the site or        loading;
nearby land;                                AND
   ii)   increasing    flooding,   which    S17.3 for Residential Uses -                 Complies
adversely affects the safety or use of      where slab on ground construction is         Filling proposed for slab construction will
any land upstream and downstream;           used, filling does not extend more than      not extend beyond 1m from the building
and                                         1m beyond the building footprint,            footprint.
   iii) adversely affecting the flow of     measured from the outer walls of the
water in any overland flow path.            building ; or the design consists of a
                                            suspended floor construction.
                                            AND
                                            S17.4 Car parking and maneuvering            Complies
                                            areas are constructed at a level that        All drainage will be achieved by gravity
                                            permits the parking area to drain from       means.
                                            the site by gravity means, without the
                                            need for mechanical pumping;
                                            AND
                                            S17.5 Basements for residential uses         Not applicable
                                            have flood immunity above the Q100
                                            where alternative means to mechanical
                                            pumping are used to achieve such
                                            immunity; or
                                            S17.6 Basements for non-residential          Not applicable
                                            uses have flood immunity above the
                                            Q100 that may be achieved by means of
                                            mechanical      pumping      where     the
                                            mechanical feature is installed with
                                            adequate holding tanks and an
                                            alternative back up power source.

Sloping sites
O18 Development on sloping sites—           S18.1 Buildings and associated access        Not Applicable
a) is responsive to the natural             ways are not constructed on land with a      The site is not a ‗sloping site‘.
topography of the site and minimizes        slope greater than 25% (1 in 4);
cut and fill;                               AND
b) does not visually dominate the hill      S18.2 Buildings are of split level design
slope or interrupt the skyline;             that step down the slope or have
c) is integrated with the natural site      suspended floor construction;
characteristics including vegetation; and   AND
d) for Multiple housing, takes the          S18.3 Cut or fill is less than 2m in
form of small separate buildings;           depth;
                                            AND
                                            S18.4      The distance between the
AND                                         ground and the lowest part of the floor
                                            of the building does not exceed 3m to
                                            avoid large under building areas;
                                            AND
                                            S18.5 Buildings present no more than 3
                                            storeys at any one point.

Section 21

Specific Outcomes                           Probable solutions                           Proposal
O19 On sites which are visible from the     S19.1 No solution provided                   Complies
major road network, areas of public                                                      While the site is not visible from the
open space, the Noosa River or the                                                       major road network, areas of public
beaches new buildings and structures                                                     open space, the Noosa River or the
including outbuildings, are designed so                                                  beaches, the proposed development has
as not to dominate or detract from the                                                   been designed to appropriately integrate
scenic and environmental qualities of                                                    with its surrounds.
the site and its setting.

Roof form
O20 Rooflines—                               S20.1 With the exception of buildings       Complies
a) contribute positively to the local        within the Industry Zone, the main roof     The development has roof pitch no less
skyline;                                     of the building has a roof pitch no less    than 5 degrees and has eaves to 72% of
b) complement the character of the           than 5 degrees and has minimum              the perimeter of the building.        The
locality;                                    600mm eaves to at least 75% of the          roofline will contribute positively to the
c) are articulated, pitched or skillion;     perimeter of the building;                  local skyline and complement the
d) avoid low pitched (eg. less than 5        AND                                         character of the locality.
degrees) or box roof profiles/parapets;
and                                         S20.2 Buildings and structures do not        Complies
e) do not create opportunities for          include roof top terraces.                   No roof top terraces are proposed.
residents to overlook the private open
space areas of neighbouring properties.
Materials and finishes
O21 Buildings and other structures use       S21.1 With the exception of buildings       Complies
materials and finishes that complement       within the Industry Zone, buildings         A range of materials and colour
the Noosaville character and integrate      a) use a mix of lightweight and textured     selections which reflect domestic
with the surrounding natural and built      external building materials, including       architecture of the locality will be
environment.                                timber finishes; or                          incorporated,     including     TRIMDEK
                                            b) use masonry construction where            roofing,     painted      fc    sheeting,
                                            variation is provide in texture, detailing   powdercated battened screen gates,
                                            and the like;                                powdercoated        aluminium        hood
                                            c) use open or transparent balustrades;      surround, and reinforced concrete tilt up
                                            and                                          panel wall. The concrete tilt up walls
                                            d) Incorporate open balconies.               includes expressed groove lines to allow
                                                                                         for colour splits and variation in finish.
                                                                                         Variation in colour and detailing will be
                                                                                         provided.

11.11 Environment, conservation and recreation
Environment and cultural heritage
values
O22 There are no significant adverse        No solution provided.                        Complies
effects     on     biodiversity,   native                                                No significant adverse effects on
vegetation, native fauna habitat,                                                        environmental or cultural heritage
landscaped quality, water quality or                                                     values will result from this development
cultural heritage values, including those                                                as it merely represents the development
related to—                                                                              of a residential building within the RES
a) changes to natural drainage;                                                          (residential) precinct.
b) management of fire risk;
c) erosion and the transport of
sediments off site;
d) unmanaged public access;
e) effluent disposal;
f) changes to fauna habitat and
behaviour; and
g) disturbance of buildings and features,
including natural features of cultural
heritage significance.

Open space network
O23 An integrated open space network        S23.1 Open space corridors and               Complies
is established throughout the locality      existing native vegetation in areas          Open space corridors and existing native
and—                                        indicated in Schedule 5 – Map 4 are          vegetation will not be affected by the
a) allows for both passive and active       protected from fragmentation and             proposed residential development.
recreational pursuits;                      encroachment by development.
b) provides safe and convenient
connectivity for pedestrians and cyclists
to neighbourhood centres, community

Section 22

    Specific Outcomes                          Probable solutions                      Proposal
    services and other key destinations such
    as public open space, the Noosa River
    and Wallace Estate;
    c) provides habitat connectivity for
    wildlife;
    d) protects watercourses and drainage
    lines in the lowlands; and
    e) forms a scenic backdrop for the
    locality‘s residential neighbourhoods.
    AND

O1 O24 Physical and visual links between       S24.1 No solution provided              Complies
   public   open     space    areas  and                                               The proposed development maintains
   watercourses are retained.                                                          physical and visual links with the
O2                                                                                     surrounding environmental parkland.
    Pedestrian and bicycle pathways
    O25 Safe and convenient pedestrian         S25.1 Pedestrian and bicycle pathways   Complies
    and bicycle pathways are provided and      are provided and retained where         Pedestrian    and    bicycle  pathways
    retained between and around key            indicated in Schedule 5 – Map 2;        currently exist to the frontage of the
    destinations including—                    AND                                     site.
    a) an east-west link between the
    Tewantin & Doonan Locality and the         S25.2 Contributions toward a Pathways   Not applicable
    Noosa Heads Locality along the Noosa       Network are provided in accordance      Pathways have been provided as part of
    River foreshore; and                       with PSP20.                             the primary reconfiguring a lot
    b) a north-south link between the Shire                                            application for the site
    Business Centre and Wallace Park to the
    Noosa River foreshore.
    c) Recreation areas off Shorehave Drive
    and Seacove Court;
    d) Scouting facilities at Gympie Terrace
    and Gibson Road;
    e) The Australian Rules field at Weyba
    Road; and
    f) Camping and caravanning facilities at
    Munna Point.

    Foreshore character
    O26 The natural landscape character        No solution provided.                   Not applicable
    and vegetation along the foreshore                                                 The proposed development is not in the
    areas of the Noosa River, Lakes                                                    immediate vicinity of these areas.
    Doonella and Weyba and Eenie Creek,
    Noosa National Park, Keyser Island and
    Weyba Creek Conservation Parks is
    protected.
    Watercourses
    O27 The environmental, economic,           No solution provided                    Not applicable
    amenity and transportation values of the                                           The proposed development is not in the
    Noosa River system is protected.                                                   immediate vicinity of the Noosa River.




    Comment: The proposed development is able to comply with all the Probable Solutions of the
    Noosaville Locality with the exception of S8,1 where an alternative solution is provided demonstrating
    compliance with the Specific Outcome.

    Division 24—Specific Outcomes and Probable Solutions for the Shire Business Centre Zone
    Table 11-21

    Specific Outcomes                          Probable solutions                      Proposal
    11.37 Consistent uses
    O88 The following defined uses and use     No solutions provided                   Complies
    classes are consistent uses and are                                                The proposed development is for a
    located in the Shire Business Centre                                               Multiple Housing – Type 4 Conventional
    Zone—                                                                              small dwelling units use in the Shire
    a) Commercial business Type 1; if                                                  Business Zone RES Precinct.

Section 23

Specific Outcomes                            Probable solutions     Proposal
located in Precinct E1-E7 or B1-B3;
b) Commercial business Type 2 if
located in Precinct E1-E7;
c)     Entertainment       and      dining
business if located in Precinct B1 or B2;
d) Industrial business Types 1 or 2 if
located in Precinct E4 or E5;
e) Retail business Types 1 or 2 if
located in Precinct B1 or B2;
f) Retail business Type 4 if located in
Precinct B3;
g) Retail business Type 5 if located in
Precinct REC/MU;
h) Retail business Type 6 if located in
Precincts B3, E1, E4, E5, or E6;
i) Retail business Type 7 if located in
Precinct B3;
j) Education Types 3 or 4 if located in
Precinct E1-E7;
k) Open Space Type 1 if located in
Precinct REC/MU;
l) Wellbeing Type 2 if located in
Precinct E1- E7;
m) Transport Type 1 if located in
Precinct E6 or E7;
n) Ancillary dwelling unit; and
o) Multiple housing Type 4 if small
dwelling units located in Precinct RES;
and
p) Visitor accommodation Type 4 if
located in Precinct RES
11.38 Inconsistent uses
O89 The following defined uses and use       No solution provided   Complies
classes are inconsistent uses and are not                           The proposal is     not   listed   as   an
located in the Shire Business Centre                                inconsistent use.
Zone—
a) All Agricultural Uses;
b) Commercial business Type 1 if not
located in Precinct E1-E7 or B1-B3;
c) Commercial business Types 2 or
3 if not located in Precinct E1-E7;
d)     Entertainment        and     dining
business if not located in Precinct B1 or
B2;
e) Home-based business;
f) Industrial business Types 1 or 2 if
not
located in Precinct E4 or E5;
g) Industrial business Type 3;
h) Retail business Types 1 or 2 if not
located in Precinct B1 or B2;
i) Retail business Type 3;
j) Retail business Type 4 if not
located in
Precinct B3;
k) Retail business Type 5 if not
located in
Precinct REC/MU;
l) Retail business Type 6 if not
located in
Precincts B3, E1, E4, E5, or E6;
m) Retail business Type 7 if not
located in
Precinct B3;
n) Education Types 1 or 2;
o) Education Types 3 or 4 if not
located in
Precinct E1-E7;

Section 24

Specific Outcomes                             Probable solutions                      Proposal
p) Emergency service;
q) Open space Type 1 if not located in
REC/MU;
r) Open space Type 2;
s) Wellbeing Types 1, 3 or 4;
t) Wellbeing Type 2 if not located in
Precinct E1- E7;
u) Service and utility;
v) Transport Type 1 if not located in
Precinct E6 or E7;
w) Transport Types 2, 3 or 4;
x) Detached house;
y) Community residence;
z) Multiple housing if not Type 4 and
small dwelling units located in Precinct
RES;
aa) Visitor accommodation Types 1,
2 or 3; and
bb) Visitor accommodation Type 4 if
not located in Precinct RES.
11.39 Effects of use
Visual and physical connectivity              No solution provided.                   Not applicable
O90 Strong visual and physical                                                        The subject site is included in the RES
connectivity is provided for between                                                  (residential) precinct and adjoins land
adjoining and adjacent—                                                               included in the OS4 (open space)
a) Business Precincts and Open Space                                                  precinct.
Precincts;
b) Employment Precincts and Open                                                      The proposal however, is suitably
Space Precincts; and                                                                  setback from adjoining open space land
c) Business Precincts and Employment                                                  and includes adequate landscaping
Precincts;                                                                            treatments   throughout     the   site,
AND                                                                                   complimenting surrounding open space
O91 Physical connectivity is provided                                                 land.
between the Shire Business Centre site
and Industry zoned land within the
Noosaville Industrial Estate.
11.40 Access and car parking
Road design
O92 Intersections, both internal and          S92.1 Access intersections off Walter   Not Applicable
external to the Shire Business Centre         Hay Drive, as shown on Schedule 4 –     The site has no direct frontage or access
site, are designed to operate without the     Shire Business Centre Map are           to Walter Hay Drive.
need for traffic lights;                      constructed as roundabouts;
AND                                           AND
O93 An internal loop road is constructed      S93.1 Development has no direct         Complies
within the Shire Business Centre site         access to Eenie Creek Road or Walter    The development has no direct access to
linking individual precincts within the       Hay Drive;                              Eenie Creek Road or Walter Hay Drive.
site to provide for efficient and effective
traffic circulation and movement,
including public transport access;
AND
O94 Development has an internal focus         S94.1 No solution provided              Complies
and addresses the internal loop road                                                  Development addresses an internal loop
and is not reliant on exposure to the                                                 road (Hofmann Drive) and is not reliant
major road network                                                                    on exposure to the major road network.
Car parking
O95 Precinct B3 provides for car-             No solution provided                    Not applicable
oriented uses and as such parking areas                                               The site is located in the RES precinct.
that need a degree of visibility are
located in front of buildings, where
appropriate;
AND
O96 Within precincts other than                                                       Not applicable
Precinct B3, E3, E4 and E5 buildings and                                              The site is located in the RES precinct.
landscaping are the dominant visual
features when viewed from internal
roads, with car parking located at the
side or rear of buildings, or preferably in

Section 25

Specific Outcomes                            Probable solutions                           Proposal
underground or underbuilding car parks;
AND
O97 Car parking areas are located                                                         Complies
immediately adjacent to key parking                                                       Appropriately located car parking for the
generators, including Retail business,                                                    proposed residential use is provided.
Commercial business and Industrial
business uses;
AND                                                                                       Not applicable
O98 Vehicular parking facilities servicing                                                The site is located in the RES precinct.
Precincts B1, B2, and E1, have primary
points of access located along the loop
road, with parking located at basement
level, under a building or otherwise
covered.
Pedestrian and bike links                    S99.1 Pedestrian and bicycle paths are       Complies
O99 Pedestrian and bicycle paths are         constructed as shown on Schedule 4 –         Pedestrian    and    bicycle  pathways
constructed throughout the Shire             Shire Business Centre Map.                   currently exist to the frontage of the
Business Centre site, with appropriate                                                    site.
external connections provided;
AND
O100       Pedestrian    and   bicycle       S100.1 No solution provided                  Complies
movements between key nodes within                                                        Pedestrian and bicycle movement
the Shire Business Centre site are                                                        connections were provided external to
designated to minimise the need to                                                        the site as part of the
cross over roads and where road
crossovers are necessary, central
refuges are provided.
Visual amenity and character                 S104.1 From land to the south of the         Not applicable
O101 Development—                            Shire Business Centre site at around         Details of road levels have been
a) presents a high level of visual quality   RL10, the road reduces in level to a         addressed as part of the previous
when viewed from Walter Hay Drive in         bridge deck of RL4 or 5, providing visible   reconfiguring of a lot application.
the area of Eenie Creek;                     sight lines across the Shire Business
b) provides an open space feel to this       Centre site.
entry to the Noosa Shire; and c)
maintains the character of adjacent
areas.

11.41 Development sequencing
First stage                                  S102.1     For the first stage of            Complies
O102 The first stage of development          development—                                 The      proposed    development      is
consists of—                                 a) a gross floor area equivalent to 20%      considered to be in accordance with the
a) a shopping centre with a discount         of any Retail business Type 2 Shop           suggested development sequencing with
department store, and associated car         gross floor area, is constructed for non-    the   first   stage   of   development
parking within Business Precincts B1 and     Retail business prior to such Type 2         completed.
B2;                                          Shop development operating;
b) a substantial amount of non-Retail        and
business development;                        b) 40% of the gross floor area of non-
c) the construction of Eenie Creek Road      Retail business development is
between Reef Street and Langura              contracted for sale or lease, prior to the
Street;                                      Retail business Type 2 Shop
d) the construction of Walter Hay Drive      development operating;
between Emu Mountain Road and Eenie          AND
Creek Road;                                  S102.2 Two road accesses are
e) interim transport circulation and         constructed into the Shire Business
access strategies in the absence of the      Centre site as part of the first stage of
internal loop road70 being complete;         the development.
f) an established landscape theme for
the developed precincts;
g) landscaped entry statements;
h) a suitable stormwater management
system;
i) appropriate signage;
j) commencement of the associated
pedestrian and bikeway network and
related external connections; and
k) dedication of a substantial area of the
southern part of the Shire Business
Centre as public open space;

Section 26

Specific Outcomes                             Probable solutions                      Proposal
AND
O103 Subsequent development stages            S103.1 No solution provided             Complies
provide for the—                                                                      The proposed development is in
a) completion of the access intersections                                             accordance with logical sequencing of
leading into the Shire Business Centre                                                development for the Business Centre.
site;
b) completion of further stages of the
internal loop road;
c) completion of further stages of
development within the precincts;
d) completion of the pedestrian and
bikeway network;
e) construction of the link road to the
Noosaville Industrial Estate;
f) construction of a inter-regional transit
facility (public transport node);
g) completion of the stormwater
management systems;
h) completion of landscaping design
elements;
and
i) further dedication of land to public
open space.
11.42 Built form
Streetscape character                         S104.1 Ground level shops provide a     Not applicable
O104 Buildings and structures are sited       minimum 50% glazing to the shop front   Shops & retail uses do not form part of
and designed to—                              to create active building fronts.       this proposal.
a) provide for a consistent building
alignment fronting the street and public
spaces;
b) present a high quality streetscape
incorporating consistent built elements
that define the street and public spaces
as well as create human scale and visual
interest;
c) be consistent with the bulk and scale
of buildings on adjoining and nearby
land;
d) contribute to their setting including
the skyline;
e) present subtle changes in colours,
textures and materials to break up the
building façades;
f) integrate signage with the building
design;
g) integrate landscaping into the
building design and car parking areas;
and
h) retain and provide areas for outdoor
dining and meeting opportunities on the
ground level.
11.43 Business Precincts
Not applicable

11.44 Employment Precincts
Not applicable

11.45 Residential Precinct
O159 Residential development within           No solution provided                    Complies
Precinct RES is developed as Visitor                                                  The proposal is for a Multiple Housing -
accommodation such as motel units or                                                  Type 4 Conventional in the form of small
hostels or centrally owned and managed                                                dwelling units.
Multiple housing in the form of small
dwelling units for employees to support
development in other precincts;
AND
O160 Development has strong visual                                                    Complies

Section 27

Specific Outcomes                            Probable solutions                           Proposal
linkages with Precinct OS4;                                                               The proposed development provides
AND                                                                                       strong visual linkages with Precinct OS4.

O161      Development      has strong                                                     Complies
pedestrian and bikeway connectivity                                                       Pedestrian    and    bicycle  pathways
with Precincts B1, E1 and E2;                                                             currently exist to the frontage of the
AND                                                                                       site.

O162 Vehicular parking is provided on                                                     Complies
site;                                                                                     Vehicular parking is provided on site.
AND

O163      Development     is    staged,                                                   Complies
consistent with development in Precincts                                                  The development staging is appropriate
E1 and E2;                                                                                as the site has been created as
                                                                                          ‗development ready‘ under the primary
AND                                                                                       reconfiguring a lot approval.

O164 Development is compatible with                                                       Complies
and does not adversely impact upon the                                                    The proposed development, which
open space function of the adjoining                                                      achieves appropriate building setbacks
Precinct OS4.                                                                             and includes landscaping treatments
                                                                                          throughout, will not have any adverse
                                                                                          impact upon the adjoining open space
                                                                                          precinct (OS4).

Streetscape and visual amenity               S165.1 Front and side elevations are         Complies
O165 Buildings and other structures—         designed to avoid blank imposing walls       The proposed development achieves an
a) present a visual bulk and architectural   and bulky development forms by—              articulated and visually attractive
scale that is consistent with structures     a) providing vertical articulation at        architectural design.
on adjoining and nearby land;                minimum 5m intervals, at a minimum           Both front and side elevations achieve
b) define, rather than dominate, the         depth of 1m, through features such as        articulation at 5m intervals through the
streetscape or surrounding public and        stepped wall alignments, doorways,           inclusion of hooded windows, steps in
private spaces;                              windows, covered entries and verandas;       wall      alignments,    varied    colour
c) provide variation in building             and                                          treatments, doorways, and covered
alignments by                                b) for 2 storey buildings, emphasising       entries.
staggering or separating continuous          the floor levels in the front elevation      Floor levels of the 2 storey units are
walls into smaller sections to vary the      through decks, balconies and stepping        distinguished. Units are 1 storey at the
elevation, create visual interest, and       back storeys progressively from the          front and 2 storeys at the rear.
relieve building bulk;                       street by at least 1.5m for any additional
d) incorporate well articulated building     storey above ground level;
forms with strong vertical design            AND
features which interrupt the line and        S165.2 Development takes the form of         Complies/Alternative solution
plane, including windows, pergolas, sun      small separate buildings (i.e. no more       The proposed development is designed
shade devices, and variations in balcony     than 4 attached dwelling units), rather      as 4 separate building blocks and which
styles;                                      than large single, bulky developments;       takes the form of small separate
e) address all street frontages;             AND                                          buildings. While the proposal includes
f) vary and break up the roof form;                                                       more than 4 dwelling units in a row,
g) present subtle changes in colours,                                                     regard must be had to the fact the units
textures and materials to break up the                                                    are small dwelling units of less than 5m
building facades; and                                                                     in width per unit. 2 – 3 of the proposed
h) integrate landscaping into the                                                         small dwelling units would typically
building design and car parking areas to                                                  comprise the width of a single
provide visual relief and screening.                                                      conventional unit. Block B is the largest
                                                                                          of the blocks and has been designed
                                                                                          with its length running along a side
                                                                                          boundary which minimises building bulk
                                                                                          to the street frontage. The proposed
                                                                                          unit blocks are articulated with strong
                                                                                          horizontal and vertical design features
                                                                                          and     screened    though     substantial
                                                                                          streetscape     landscaping     provision.
                                                                                          When considering the sites context
                                                                                          within the Noosa Business Centre and
                                                                                          surrounding built from, the proposed
                                                                                          development is considerably small scale
                                                                                          in comparison and will result in an
                                                                                          appropriate streetscape outcome.

Section 28

Specific Outcomes                           Probable solutions                          Proposal
                                            S165.3 Buildings have a maximum wall        Complies
                                            length of 15m and each external wall        Walls of buildings do not exceed 15m
                                            plane incorporates at least one design      without articulation (i.e. windows,
                                            element to add visual interest and          shading devices, wall insets, change in
                                            amenity (such as windows, pergolas,         building material and colour).
                                            sun shading devices, balconies or a
                                            change of building material).
Residential entry and pedestrian
access
O166 The residential component of the       No solution provided                        Complies
development provides for—                                                               The development includes separate
a) separate identifiable residential                                                    identifiable residential entries to each
entries;                                                                                unit. Clearly defined and safe pedestrian
b) clearly defined and safe pedestrian                                                  access is provided to each dwelling unit.
accesses to dwelling units             and                                              Appropriate lighting of pathways will be
accommodation         units    that    are                                              provided.
appropriately lit, visible to others and
directly accessible to units from areas                                                 Private and public spaces will be clearly
likely to be used at night; and                                                         delineated through the use of fencing
c) clear identification of what is private                                              and landscaping treatments as well as
versus public space by using features                                                   building walls and changes in surface
such as low walls, changes in surface                                                   texture.
texture or other landscape treatment.
11.46 Minor Recreation/Minor Mixed Use/Open Space Precinct
Not applicable


Comment: The proposed development is able to comply with all the Probable Solutions for the Shire
Business Centre Zone with the exception of the Probable Solution S165.2 for building form, whereby
an Alternative Solution has been provided to satisfy the Specific Outcome.


RESIDENTIAL USES CODE
Table 14-24 — For All Residential Uses
Specific Outcomes                        Probable solutions                             Proposal
14.46 Effects of use
Electricity supply infrastructure        S1.1 No solution provided.                     Complies
O1 The development does not adversely                                                   The proposed development will be
impact on existing or future electricity                                                adequately      serviced     by    existing
supply infrastructure;                                                                  electricity supply infrastructure.
AND
O2 All uses and works maintain an S2.1 Development for uses adjacent to                 Not Applicable
adequate safe distance from electrical or within 50m of an existing electricity
infrastructure including substations, substation            incorporates      noise
overhead powerlines, power poles and attenuation measures to mitigate noise
transformers.                            impacts;
                                         AND
                                         S2.2 Buildings and structures (including       Complies
                                         swimming pools, sheds, tennis courts or        No buildings will be constructed under
                                         outbuildings) are not constructed under        overhead electricity lines or easements.
                                         overhead electricity transmission lines,
                                         or within electricity easements;
                                         AND
                                         S2.3 A minimum separation distance is          Complies
                                         maintained      from      the    electricity   Minimum separation        distances    are
                                         transmission line to the closest boundary      achieved.
                                         of habitable buildings and child activity
                                         areas, as follows—
                                         a) 20m for transmission lines up to
                                         132kV;
                                         b) 30m for transmission lines between
                                         133kV and 275kV; and
                                         c) 40m for transmission lines greater
                                         than 275kV.

Section 29

Specific Outcomes                           Probable solutions                            Proposal
Hot Water Systems                           S3.1 All hot water systems installed          Complies
O3 Hot water systems are installed and      are—                                          Requirement for a hot water system,
operated to support the efficient use of    a) solar systems; or                          compliant with S3.1, can be conditioned.
natural   resources     and    minimise     b) electric heat pump systems; or
consequent     pollution     such     as    c) natural gas or LPG systems; or
greenhouse gas emissions.                   d) any combination of a), b) or c).
Water supply and conservation               S4.1 & S5.1 For a Class 1 building            Not Applicable
O4 On-site water storage is designed        other than a Detached house or                The proposed development is within a
and operated to support the efficient       Multiple Housing Type 1, outside a            reticulated water service area.
use of water;                               reticulated water service area, a
                                            rainwater tank is to be installed with the
AND                                         following minimum storage capacities—
                                            a) Where no more than 3 bedrooms –
O5 On-site water storage is adequate        45,000 litres; or
for occupants every day use and fire        b) Where more than 3 bedrooms –
fighting purposes.                          60,000 litres;
                                            AND

                                            c) There is to be on the lot a dam,
                                            swimming pool or water tank accessible
                                            for use by the fire brigade that contains
                                            at least 5,000 litres of water.

                                            Advisory note
                                            The 5,000 litres required can be
                                            included within the water required in
                                            S4.2 or S5.1 providing it is accessible for
                                            the purpose of fire fighting at all times
                                            and not used for other domestic
                                            purposes.
Erosion and sediment control                No solution provided.                         Complies
O6 Development does not cause erosion                                                     Development will not cause erosion or
or result in transport of sediments off-    Advisory Note                                 result in the transport of sediments off-
site.                                       Persons      undertaking    development,      site.
                                            including building work, are required
                                            under the Environmental Protection
                                            (Water) Policy 1997 (EPP) to ensure that
                                            sediment and other material including
                                            building waste, sawdust, concrete,
                                            cement or paint are not deposited or
                                            released into a roadside gutter,
                                            stormwater drain or waterway, or into a
                                            place where it could reasonably be
                                            expected to move or be washed into a
                                            roadside gutter, stormwater drain or
                                            waterway and are not washed from the
                                            site. Council enforces the EPP and
                                            penalties may apply.
Safety and security                         S7.1 The building entrance is clearly         Complies/ Alternative Solution
O7 For Multiple Housing Types 2, 3          identifiable and visible from the street,     The proposed building entrances are
and 4, buildings and outdoor spaces are     footpath and driveway;                        unlikely to be visible from the street
designed to protect the personal security                                                 frontage; however, building entrances
and safety of residents by allowing for                                                   will be easily identifiable from the
natural surveillance.                       AND                                           communal driveway.

                                            S7.2 The internal path network has            Complies
                                            clear sightlines to the dwelling entry and    The internal hardstand area will provide
                                            street access points;                         clear sightlines to each dwelling
                                            AND                                           entrance and street access points.

                                            S7.3 Visitors have direct access to the       Complies
                                            entrance without passing          through     Direct visitor access to the front door of
                                            private outdoor living areas.                 each dwelling is achieved.
Emergency access                            No solution provided.                         Complies
O8 For Multiple housing Type 3, 4 &                                                       The parking layout has been designed to
5, site design and layout ensures                                                         allow for the efficient ingress and egress
efficient access and egress for                                                           of emergency vehicles. Refer turning
emergency vehicles.                                                                       paths in Attachment D.

Section 30

Specific Outcomes                           Probable solutions                              Proposal
Basement drainage                           S9.1 Enclosed car parking and                   Not applicable
O9 Buildings and access works are           manoeuvring areas are constructed at a          No basement is proposed.
designed and sited to protect persons       level that permits the parking area to
and property in the event of a flood and    drain from the site by gravity means,
power failure.                              without the need for mechanical
                                            pumping.
Separation of incompatible uses             S10.1 Bedroom windows are at least              Complies
O10 Development is designed to              3m away from shared driveways or                All bedroom windows achieve a
minimise      noise  carrying    between    carparking areas of adjacent dwelling           minimum 3m separation distance away
dwelling units or accommodation units       units or accommodation units.                   from driveways/ car parking areas. The
by locating noise sensitive spaces such                                                     subject site is also enclosed by open
as      bedrooms    away    from    noise                                                   space zoned land, no dwelling units or
generating areas of the development,                                                        accommodation units adjoin the subject
such as carparking areas or mechanic                                                        site.
plant and equipment or recreational
facilities.
Mechanical plant & equipment                S11.1 Mechanical plant and equipment,           Complies
O11 Mechanical plant and equipment          including pool and spa pumps, pool              Any mechanical plant and or equipment
associated with Residential Uses are        heaters, air-conditioning units and             are visually integrated into the building
designed and located so as not have an      refrigeration units are—                        plane, do not project beyond the height
adverse impact on the visual amenity of     a) where located at ground level,               or width of the building when viewed
the site or surrounding areas.              screened by fencing 1.5m in height or           from the street and adjoining properties
                                            dense vegetation of at least 1.5m in            and will be screened from the street and
                                            width incorporating grouped trees and           adjoining properties.
                                            shrubs with maximum separation
                                            distance of 1m measured from the
                                            centre of the
                                            plant; and
                                            b) for Multiple housing Type 2, 3 & 4
                                            are visually integrated into the line and
                                            plane of the building and roof design
                                            and do not project beyond the height or
                                            width of the building when viewed from
                                            the street and adjoining properties.
Ancillary recreation uses                   S12.1 If the use involves ancillary use         Not Applicable
O12 Ancillary recreation uses, such as      of outdoor courts including tennis              No outdoor courts are proposed.
outdoor tennis courts and half netball      courts, half courts and netball courts—
courts, do not have an adverse effect on    the use complies with the requirements
the amenity enjoyed by users of             in Section 2 of PSP8 Tennis and Other
adjacent or nearby premises nor do they     Courts;
cause unreasonable disturbance to local     AND
fauna through light emissions by
ensuring that all lighting devices are      S12.2 Any lit tennis court or sports
limited to those designed and installed     court is located at least 60m from the
to:                                         external wall of an existing or approved
a)     minimise     light  spillage   on    residential dwelling on an adjacent or
neighbouring premises;                      nearby lot (as measured from         the
b) preserve an acceptable degree of         centre line of the court);
lighting amenity at the neighbouring        AND
premises;
c) provide covers or shading around         S12.3 The vertical illumination resulting
lights;                                     from direct, reflected or other incidental
d) direct lights downwards;                 light emanating from the site does not
e) position lights away from possibly       exceed 8 lux when measured at any
affected areas; and                         point 1.5m outside the boundary and at
f) enable brightness of lights to be        any level from ground level upward;
adjusted to low levels.                     AND

                                            S12.4 Any flood lighting is restricted to
                                            the types that give no upward
                                            component of light where mounted
                                            horizontally (i.e. a full cut off luminaire).

O13 Noise originating from the use of       S13.1 The court is not used between
the tennis court does not have a            the hours of 10:00pm and 6:30am the
detrimental effect on the amenity of the    following day.
area or cause nuisance to neighbouring
residents.

Section 31

Specific Outcomes                           Probable solutions                           Proposal
Privacy                                     S14.1 Transparent doors and windows          Complies
O14 For Multiple Housing Types 2, 3         are designed and located so they do not      The building has been designed such
and 4, building and structures are          directly face transparent doors or           that no transparent doors/windows will
designed and sited to ensure the visual     windows or the private open space            directly face the private open space of
privacy of residents of the development     areas of other dwelling units within 10      any other dwelling.
and     neighbouring     properties  is     metres;
protected.                                  AND

Figure 14-3 Privacy Measures                S14.2 Planter boxes, louvre screens,         Complies
                                            pergolas, landscaping and architectural      Each private open space area is
                                            design of balconies are used to screen       adequately  screened from  other
                                            the ground floor private open space of       dwellings.
                                            dwelling units or accommodation units
                                            from upper level units (refer to Figure
                                            14-3 Privacy Measures which illustrates
                                            how trees, awnings, screens, fences and
                                            planter boxes reduce minimise the
                                            ability to directly look into neighbouring
                                            homes and yards).




Access to Sunlight                          S15.1 Development does not reduce            Complies
O15 For Multiple housing, buildings and     sunlight to at least 50% of the private      The proposed development will not
structures are designed and sited so as     open space areas of any adjoining            reduce by 50% or more, sunlight
not to unreasonably diminish the            residences to less to than 2 hours           exposure of adjoining residents‘ private
existing sunlight to adjoining residences   between 9am and 3pm on any day of            open space.
and associated private open space           the year;
areas;                                      OR
                                            S15.2 Where overshadowing by existing        Not Applicable
AND                                         structures and fences occurs to more
                                            than 50% of the private open space
                                            areas of any adjoining residences,
                                            sunlight is not further reduced by more
                                            than 20%.
                                            (See        Figure      14-4—Preventing
                                            overshadowing)

O16 Multiple housing is designed and        S16.1 No solution provided                   Complies
sited to minimise the extent of shadows                                                  The proposed development will not
cast on solar photovoltaic cells on roofs   Figure               14-4—Preventing         reduce the opportunity of adjoining
of adjoining buildings.                     overshadowing                                properties to access sunlight for photo-
                                                                                         voltaic cells.




                                            PLAN – ILLUSTRATES DWELLINGS THAT ARE
                                            SITED TO MAXIMISE SOLAR ACCESS




                                            ELEVATION – ILLUSTRATES BUILDINGS THAT
                                            ARE SITED TO MAXIMISE SOLAR ACESS TO
                                            ADJOINING PROPERTIES THROUGH ROOF

Section 32

Specific Outcomes                           Probable solutions                           Proposal
                                            DESIGN AND UPPER STOREY POSITIONING
                                            TO MINIMISE IMPACTS ON PROPERTIES O
                                            THE SOUTH.




                                            DETAILED ELEVATION – THE MEASUREMENT
                                            AT ―*‖ IS 50% OF THE WIDTH OF THE
                                            SOUTHERN PROPERTY. IT‘S NOT AFFECTED
                                            BY SHADOWS FROM THE NORTHERN
                                            NEIGHBOUR, EVEN IN THE MIDDLE OF
                                            WINTER WHEN THE SUN IS LOW.
Sloping sites                               S17.1 Buildings and structures on            Not Applicable
O17 On sloping sites, buildings and         sloping sites—                               The subject site is not a sloping site.
structures are designed to maximise the     a) Have a maximum distance of 3m
use of the natural topography and           between the ground and the lowest part
minimise the need for cut and fill.         of the floor of the building or the
                                            building incorporates undercroft skirting
                                            or screening (eg. timber battens) to the
                                            full height of any undercroft area higher
                                            than 3m above ground level at the
                                            perimeter of the building;
                                            b) are of split level design that step
                                            down the slope or have suspended floor
                                            construction;
                                            c) limit the amount of cut or fill to less
                                            than 2m in depth relative to natural
                                            ground level; and
                                            d) do not result in the spread of fill
                                            beyond the footprint of the building and
                                            associated batters.




Table 14-26 — For Multiple housing Type 4 – Conventional
Specific Outcomes                     Probable solutions                                   Proposal
Parking & access for visitors & S40.1 No solution provided                                 Complies
service providers                                                                          Visitor parking is safe, convenient and
O40 Parking and vehicular access is                                                        efficient. All visitor cars will be able to
conveniently, safely and efficiently                                                       enter and leave the site in a forward
provided for visitors and service                                                          motion.
providers;
AND
O41 Visitor carparking spaces are            S41.1 Visitor carparking spaces are not       Complies
accessible at all times;                     located behind locked gates.                  Visitor parking provided will be freely
AND                                                                                        accessible.

O42 Visitor carparking spaces do not         S42.1 Visitor carparking spaces are not       Complies
hinder the access or movement of any         located in tandem with a garage or other      Visitor parking is not provided in a
vehicle on-site                              carparking space.                             tandem arrangement.
Site facilities                              S43.1 No solution provided                    Complies
O43 Waste storage areas, letter boxes                                                      The waste storage areas are
and external storage areas are sited and                                                   screened.     Letter    boxes     will
designed for attractive visual appearance                                                  complement the architectural design.
and function, and complement the
architecture and environs;
AND
O44 High volume pedestrian areas within      S44.1 Hard surface is provided to             Complies
developments are sealed to provide safe      driveways, walkways, entries, outdoor         Hardstand areas are provided to all
access and avoid damage to landscaped        patios, and in the vicinity of waste          high volume pedestrian areas.
open space area;                             storage areas, letter boxes and clothes
AND                                          lines;

                                             AND

Section 33

O45 Adequate enclosed storage areas       S45.1 A weatherproof storage area of at     Complies
are provided on-site to meet the likely   least 12.6m3 (having a height of at least   Each unit provides storage space
needs of the residents.                   2.1m and an area of 6m2) is provided        within the carport together within
                                          within or attached to each dwelling unit.   internal storage cupboards.
                                          This storage space will not contribute to
                                          GFA providing it can be directly accessed
                                          from outside the building and does not
                                          exceed an area of 7m2



Comment: The proposed development is able to comply with all the Probable Solutions of the
Residential Uses Code with the exception of S7.1 for building entrances, where an alternative solution
is provided demonstrating compliance with the Specific Outcome.



LANDSCAPING CODE
A summary of the proposed development‘s compliance with the purpose of the Landscaping Code,
Traffic and Parking is included below.

The purpose of this code is to ensure:
   a) retains, reinforces and enhances the natural landscape character of the site, streetscape and
       locality;
   b) retains existing vegetation and other natural features for their ecological, aesthetic and
       cultural values;
   c) ensures the revegetation and rehabilitation of native wildlife habitat and riparian zones to
       protect and enhance ecological and biodiversity values;
   d) facilitates water management including on-site detention and the efficient infiltration of
       stormwater;
   e) enables the establishment of appropriate plantings that are of a scale and density
       commensurate with building height, bulk and scale to buffer development and conflicting land
       uses;
   f) enhances privacy between dwelling units and accommodation units;
   g) accommodates the outdoor recreation needs of dwelling occupants; and
   h) provides adequate vegetation treatment to steep slopes and unstable landforms.

Comment: The proposal achieves compliance with the Specific Outcomes/Probable Solutions of the
Landscaping Code as follows:-

   The Landscaping Code requires that each dwelling unit provides for landscaped private open
    space comprising, for units at ground level, a minimum area of 25m 2 exclusive of the clothes
    drying area, with minimum dimensions of 4m and maximum gradient of 1 in 10 (10%). A
    minimum private open space area of 25.20m 2 (Unit 22) and maximum private open space of
    60.30m2 (Unit 26), with an average private open space area of 30.96m 2 is achieved. All private
    open space areas achieve a minimum dimension of 4m.
   In accordance with Table 14-56—Standard minimum landscaped areas, dimensions and works for
    zones in the Landscaping Code, development in the Shire Business Centre Zone requires a
    minimum landscaped area of 15%. The proposed development includes a total landscaped area of
    2,502.47m2 (comprising of 193.75m2 Environmental Covenantal Area, 1,781.4m2 Soft Landscaping
    and 528.32m2 Hard Landscaping) which is 40.43% of the subject site.
   A high quality landscape outcome is proposed that includes feature planting to compliment
    building form and provide appropriate streetscape buffering.

Please refer to the Landscape Concept Plan prepared by Anembo Consultants included in Attachment
E. A detailed Landscaping Plan including plant schedule will be provided as part of a subsequent
Operational Works application.

Section 34

ENGINEERING WORKS CODES

DRIVEWAYS AND CARPARKING CODE
A summary of the proposed development‘s compliance with the purpose of the Driveways and
Carparking Code is included below.

The purpose of this code is to ensure:
   a) Safe and reasonable access to and from vehicle accommodation and standing areas within a
       property and from the public road is provided;
   b) The safety of pedestrians and cyclists is protected;
   c) Development reduces the reliance on private vehicles and promotes public and non-motorised
       transport options;
   d) Carparking spaces and the associated manoeuvring areas provided are designed to be safe
       and functional and meet the reasonable requirements of the particular land use;
   e) Adequate provision is made for the standing, parking, loading and unloading, access and
       manoeuvring of service vehicles within the development site;
   f) Development does not adversely impact on existing public parking;
   g) Adequate monetary contributions are made in circumstances where Council considers the
       provision of external parking will fulfill the parking demand generated by the development and
       will not have an adverse impact on existing public parking; and
   h) Vehicular access does not impact adversely upon existing landscaping or native vegetation.

Comment: The proposal achieves compliance with the Specific Outcomes/Probable Solutions of the
Driveways and Carparking Code as follows:-

   The access arrangements proposed are safe and efficient. The development will not lead to any
    adverse safety or road condition impacts in the locality.
   All cars will be able to enter and leave the site in a forward motion.
   All car parks for the proposed units will be provided in a lockable carport, and separate freely
    accessible visitor space will also be provided.
   Being located within the Noosa Business Centre the site achieve good connection to established
    alternative means of transport (e.g. pedestrian walkways, bikeways and bus stops).
   The Noosa Plan car parking requirements outlined in Driveways and Carparking Code have been
    achieved; outlined as follows:

      Proposed Use          Noosa Plan Requirements                  Required                Proposed
Multiple Housing – Type 4   For small dwelling units        30 Residential spaces   30 Residential spaces
Conventional                within the Business Centre                              11 Visitor spaces
                            Zone or Shire Business
                            Centre Zone—1 space per
                            dwelling unit (this is also a
                            maximum)




EARTHWORKS CODE
A summary of the proposed development‘s compliance with the purpose of the Eathworks Code is
included below.

The purpose of this code is to ensure:
   a) To ensure that earthworks do not unreasonably impact on the natural environment or other
       properties with regard to—
         i. land stability (including differential settlement or expansion in reactive soils);
        ii. contamination of land;

Section 35

        iii. flooding and drainage;
        iv. groundwater, watercourses and wetlands;
         v. loss of native remnant or regrowth vegetation; and
    b) Earthworks are designed and constructed to be structurally sound.

Comment: The proposal will be able to achieve compliance to all Specific Outcomes of the
Earthworks Code. Detailed compliance will be demonstrated in a subsequent Operational Works
Application, to be lodged once the Material Change of Use approval is secured.



EROSION CONTROL CODE
A summary of the proposed development‘s compliance with the purpose of the Erosion and Sediment
Control Code is included below.

The purpose of this code is to ensure:

    a) there is no significant environmental harm caused by the effects of erosion and sediment
       transport associated with development;
    b) disturbed areas are stabilised and restored promptly and effectively; and
    c) disturbance of land is minimised.

Comment: The proposal will be able to achieve compliance to all Specific Outcomes of the Erosion
Control Code. Detailed compliance will be demonstrated in a subsequent Operational Works
Application, to be lodged once the Material Change of Use approval is secured.



EXISTING SERVICES CODE
A summary of the proposed development‘s compliance with the purpose of the Existing Services Code
is included below.

The purpose of this code is to ensure:
   a) Existing Council owned underground infrastructure is protected from potential or actual
       damage caused by development;
   b) Underground infrastructure is accessible for maintenance purposes; and
   c) Existing services are identified and methods of protection and access are implemented in the
       design of the development.

Comment: The site is currently serviced by all required urban services. The proposal will be able to
achieve compliance to all Specific Outcomes of the Existing Services Code. Existing Council
infrastructure will be protected, or replaced at the developer‘s cost if damaged.



TRANSPORT ROADS AND DRAINAGE CODE
A summary of the proposed development‘s compliance with the purpose of the Transport Drainage
and Works Code is included below.

The purpose of this code is to ensure:

    a) Development is consistent with the intentions of the strategic transport network, which is to--
         i. improve the coordination between transport and land use, to avoid excessive motor
            vehicle travel;
        ii. minimise the environmental and social impacts of transport on the natural and urban
            environment;

Section 36

          iii. increase the use of walking, cycling, bus, train and ferry modes and minimise the use of
               the private car;
          iv. vensure that vehicle access to the development does not compromise the capacity and
               safety of the road system;
           v. not increase the scale of the road network beyond that currently planned; and
          vi. ensure that development appropriately attenuates noise from adjoining roads.
    b)   Development works are designed and constructed to a standard that meets community
         expectations, prevents unacceptable off-site impacts and optimizes whole of life cycle costs;
    c)   Roads are designed and constructed to satisfy their specified functions and provide an
         appropriate level of flood immunity (including local flooding on roads, i.e. through sufficient
         kerb storage capacity);
    d)   Development provides appropriate buffering between noise sensitive uses and the major road
         network and rail corridors;
    e)   Roads are designed and constructed to be compatible with the existing road network and
         hierarchy and to provide a safe environment for vehicular traffic, pedestrians and cyclists;
    f)   Intersections and access points are designed and constructed to retain the low key
         development style and slower pace enjoyed by residents and visitors;
    g)   Road and drainage infrastructure is constructed to a standard that minimizes ongoing
         maintenance costs;
    h)   Drainage systems are designed and constructed with capacity to effectively manage or convey
         the design flow;
    i)   Road and drainage infrastructure is compatible with other infrastructure; and j) Road and
         drainage infrastructure does not create any adverse impacts upon environmental values
         associated with biodiversity, hydrological cycles, biophysical resources and air quality.

Comment: The proposal will be able to achieve compliance to all Specific Outcomes Solutions of the
Transport Roads and Drainage Code. A detailed assessment of all engineering and works codes will
be undertaken and provided in a subsequent Operational Works application once the Material Change
of Use approval is secured.



WASTE MANAGEMENT CODE
A summary of the proposed development‘s compliance with the purpose of the Waste Management
Code is included below.

The purpose of this code is to ensure:

    a) The storage, disposal and management of solid and liquid waste are conducted in an safe and
       ecologically sustainable manner and without environmental nuisance;
    b) The on-site storage of waste does not create environmental nuisance or visual impact to
       adjoining property during the construction of a development; and
    c) Council and other licensed trade waste services are able to conveniently collect and dispose of
       waste generated by the development.

Comment: The proposal will be able to achieve compliance to all Specific Outcomes of the Waste
Management Code. The proposal provides for 8 x 1100l bins within a screened onsite storage area.
This bin provision is in accordance with Planning Scheme Policy No 9 waste management. This area
will be serviced by a hosecock/washdown facility connected to sewer.                    On site waste
collection/servicing will occur – refer waste collection vehicle turning path in Attachment D. Further
details will be provided in a subsequent Operational Works application once the Material Change of
Use approval is secured.

Section 37

WATER SENSITIVE DESIGN CODE
A summary of the proposed development‘s compliance with the purpose of the Water Sensitive Design
Code is included below.

The purpose of this code is to ensure:

    a) all urban development has suitable treatment and reuse systems for all site run-off;
    b) all urban development reduces the need for mains water by utilizing run-off from appropriate
       areas for applications such as toilet flushing and garden maintenance;
    c) pipeless stormwater management systems are utilised;
    d) downstream ecosystems, properties and infrastructure are not adversely impacted by either
       quantity, levels of inundation or water quality changes caused by development; and
    e) water reuse facilities have no adverse impact on the quality of the town mains water.

Comment: The proposal will be able to achieve compliance to all Specific Outcomes of the Water
Sensitive Design Code. Refer Stormwater Management Plan prepared by Empire Engineering included
in Attachment C.

Section 38

             ATTACHMENT B
               PROPOSAL PLANS
PREPARED BY REITSMA + ASSOCIATES


[OCR of page images]
ATTACHMENT B

 

PROPOSAL PLANS
PREPARED BY REITSMA + ASSOCIATES

 

Section 39

                                                                                                                                                        INVER
                                                                                                                                                                OF KER
                                                                                                                                                                              B ON ISLA                                                                                                                                                                                                                                                                                                                                        SEWER MANHOLE
                                                                                                                                                                                                ND                                                                                                                                                                                                                                                                                                                             SL4.83
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        Hofmann Drive




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     IL -0.34
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ON ISLAND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    INVERT OF KERB


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                4.50

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         FIRE HYDRANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TELSTRA PIT                                                                         4.46
                                                                                                                                          TBM                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               E                                                                                                                                 16.181
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               n Drive
                                                                                                                                                                                                                                                                                            CONSTRUCTION OF DRIVEWAY AND                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        L                                              LIGHT POL                                                                                                                                                                                 ELECTRICITY PIT
                                                                                                                                          O Screw                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   UNIT BLOCK A FINISHED FLOOR LEVELS                                                                                                                                                                                                                                                                                                                                                                    CHANNE                                                                   ELECTRIC
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               KERB AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  6.878
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Hofman
                                                                                                                                                                                                                                                                                            CROSSOVER TO BE IN ACCORDANCE WITH
                                                                                                                                                                                                                                                                                                                                                                                                                                                 6000                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        UPRIGHT                                                                                                                                                                                                                                                                            134°50'00"                                   4.32
                                                                                                                                          in Kerb
                                                                                                                                                                                                       Hofmann Drive                                                                        LOCAL AUTHORITIES REGULATIONS (REFER TO                                                                                                                                                                                                                                                                                                                                 UNITS 01 - 07                                                                                                                                                                                                                                                                                                                 BACK OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  129°36'30"                                                                                                                           4.25




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     SEWER PIPE LOCATION TBC
                                                                                                                                          RL 4.91                                                                                                                                           CIVIL ENGINEERS DETAILS)
                                                                                                                                          AHD                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       GROUND LEVEL TOP OF SLAB R.L. 4.850
                                                                                                                                                                                                                                                                                                                                 4.80                                                                                                                                                                                                                                                          4.71                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    4.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               ITY PIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    ELECTRIC                                                                        4.54
                                                                                                               5.0                                                                             ELECTRIC LIGHT POLE                                                                                        4.85
                                                                                                                                                                                                                                                                                                                                                                                                                                                                  4.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         4.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               4.79
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    FIRST LEVEL TOP OF FLOOR R.L. 7.900
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             CONCRE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   TE PATH                                                                                                                            9
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               28.57'00"                                                                                                                                                                                                                               3.75
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     EDGE OF
                                                                                                                                                                                                                                                                                                                                                                                              4.81                                                                                                                                                                                          4.78
                                                                                                                                                            TELSTRA PIT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         127°58
                                                                                                      ELECTRICITY PIT                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     ELECTRIC LIGHT POLE
                                                                                                         5.0            3.200                                                                                                                                                                                                                                      4.84                                                                                                                                                                                                                       4.79VALVE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       3.50
                                                                                                                     143°38'30"          3.624                                                                                                                                                                                            FIRE HYDRANT                                                                                                                                                                                                                                     WATER




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     8661
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                TO OMP
                                                                                                           4.99




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  63OMP
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  TO
                                                                                                         4.5         5.05
                                                                                                                                         143°38'30"
                                                                                                                                                                                                                                                                            28.579                                                                                                                                                                                                                                                4.87                      4.82                                                                   4.81                                                                     28.579




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    41
                                                                                                                                   (6.824)                                                                                                                                  138°25'00"                                                                                                                                                                                                                                                                                                                                                                                                                      133°11'30"

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    EDGE OF GARDEN
                                                                                                         4.0                                                                                                                                                                                                                                                     5.00
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      1:4 (MAX) BATTER
                                                                                                                                                                                                                                                                                                                                                LETTERBOX4.88




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   2000
                                                                                                                                                                                                 EDGE OF GARDEN                                                                                                                         4.86
                                                                                                                                                                                                                                                                                                                                                                                                              4.93
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       1800 HIGH RENDERED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            BLOCK FENCING                                                                                                                                                                                                                                                                                                                                                                                                                                                   CONCRETE ACCESS PATH




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     NON-COMBUSTABLE FENCING
     Table of Contents




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           NON-COMBUSTABLE FENCING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                7336



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   NON-COMBUSTABLE FENCING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NON-COMBUSTABLE FENCING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          NON-COMBUSTABLE FENCING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      75




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       TO OMP
                                                                                                                                                                                                                                       6000




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    NON-COMBUSTABLE FENCING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    4.




                                                                                                                                                                                                                                                TO OMP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   6000
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    NON-COMBUSTABLE FENCING

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              TO OMP
                                                                                                                                                                                                5.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 NON-COMBUSTABLE FENCING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        VP-11
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      30.46 m2




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    2700
                                                                                                                                                                                                                        CONCRETE ACCESS PATH                                                                                                                                                                                                                                                                                                                                                            30.94 m2                                                                                            30.46 m2                                                                                                                                    36.11 m2                                                      36.22 m2
                                                                                                                                                                                                                                                                                                                                                                   4.91                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        30,000L UNDERGROUND                                                                                                Unit
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 41.87 m2                                                         42.69 m2                                                     CONCRETE WATER TANK
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   08                                                               30.65 m2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         VP-10




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               2700
                                                                                                                                                                       PATH
                                                                                                                         EDGE
     SHEET N0.             Drawing Title                                      Scale (Printed on A3)                                                                                                                                                                    Unit




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         6200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                VP-01
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                NON-COMBUSTABLE FENCING
                                                                                                                                                                                                 28.98 m       2




                                                                                                                              OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         VP-09                                             50




                                                                                                                                                                   CONCRETE ACCESS
                                                                                                                                                                                                                                                                        30                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               4.




                                                                                                                            SWAM
                                                                                                                                                                                                                                                                                                                                                                                                                                                8207




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             2700
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          5400
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2400
                                                                                                                                                                                                                                                                                                                                                                                                                                                 7902
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Unit




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          DRIVEWAY
     01                    Table of Contents + Site Plan                      1:500
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            6024                                                                                                                                 27.27 m2




                                                                                                                                P
                                                                                                                                                                                      NON-COMBUSTABLE FENCING


                                                                                                                                                                                                                                                                                                                                                                                                      4.75                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       09                                                                                                                    3.25




                                                                                                                                                                                     4.7
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 A
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      UNIT BLOCK Unit




                                                                                                                                                                                        5
                                                                                                                                                                                                                                                                            Unit                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            5207


     02                    Supplementary Site Plan                            1:300
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          0                                                                                                                                                               NON-COMBUSTABLE FENCING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       4.5




                                                                                                                                                                                                                                                         UNIT BLOCK D
                                                                                                                                                                                                28.54 m       2

                                                                                                                                                                                                                                                                             29                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                6000




                                                                                                                                             303°.51691
                                                                                                                                             21
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   Unit                                                                                     Unit                                                                                                                                                                                                                                                                                                                                                     Unit




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            6200
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  VP-02
                                                                                                                             32°1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       Unit




                                                                                                                            33
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Unit                                                                                                                                                                                                                                                                                                                                                                                                                                                 

The text continues on section 40.

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