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Bushfire Management Plan Amendment BHA_REPORT_Stockwell 16.10.2020 · OPW20/0145

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BUSHFIRE MANAGEMENT PLAN AMMENDMENT
Amendment to updated Bushfire Management Plan of August 2020



PROPE RTY
Undeveloped Areas of Noosa Civic

Prepared for: Stockwell Development Group
October 2020




 + Bushfire assessments
 + Property vegetation assessments
 + Site planning for bushfire
 + Property management for bushfire
 + Bushfire management plans
 qldbushfireplanning.com.au
Full text of the other 18 pages

Page 2

                                                                                                    Bushfire Management Plan | Page 2




           Disclaimer
           This document has been prepared for the benefit of Stockwell Development Group. This report is
           prepared for the benefit of the named client only. No third party may rely upon any advice or work done
           by Queensland Bushfire Planning (QBP) in relation to the services, including this report, except to the
           extent expressly agreed to in writing by QBP.

           It is acknowledged and agreed that the site may be subject to a degree of bushfire hazard. The client
           acknowledges and agrees that QBP has not created or contributed to the creation of this hazard and the
           client indemnifies QBP for claims arising out of or result from a bushfire event except to the extent
           attributable to the negligence of QBP.

           The client agrees that QBP shall have no liability in respect of any damage or loss incurred as a result of
           bushfire. Compliance with this report shall be the responsibility of the client and/or the land-owners. This
           disclaimer shall apply notwithstanding the report may be made available to the relevant Local
           Government Authority and other persons for an application for permission or approval to fulfill a legal
           requirement.
This doc




                                                                                 Bushfire Planning Specialists | qldbushfireplanning.com.au

Page 3

                                                                                     Bushfire Management Plan | Page 3




1. INTRODUCTION
This amendment to the “Updated Bushfire Management Plan for Undeveloped Areas of Noosa Civic”
prepared by The Consultancy Bureau 02.12.2019, has been commissioned by Stockwell Development
Group. This report is prepared pursuant to an Information Request to Stockwell Development Group from
Noosa Council on 29 September 2020.

This assessment does not seek to remove the threat of any bushfire risk, but provide detailed siting, layout,
building and/or servicing information to assist the ability of the owner(s) to manage the potential threat of
this risk. This assessment report is prepared in accordance with best practice industry standards as
applicable in Queensland and pursuant to both State and local government bushfire hazard policies and
guidelines.

1.1. Site Details

Site Address                                           28 Eenie Creek Road, Noosaville
Local Government                                       Noosa Council
Real Property Description                              Lot 3 on SP246584
Zoning                                                 Major Centre
Area of Site                                           31.73 ha
Tenure                                                 Freehold
Applicant                                              Stockwell Development Group Pty Ltd
Current Land Use                                       Shopping Centre and Peripheral land
Proposed Land Use                                      Commercial, Residential, Mixed Use




                                                                  Bushfire Planning Specialists | qldbushfireplanning.com.au

Page 4

                                                                                     Bushfire Management Plan | Page 4




2. Information Request
APPLICATION NO. OPW20/0145

Issue: There are a number of concerns with the proposed works and the nominated Bushfire Management
Plan.

23.



The locating of hydrant standpipes along the emergency access road within Lots 11-15 is contrary to good
practice. It is important to acknowledge that water is not the primary tool utilised to suppress vegetation
fires. The emergency access road provides a point from where low intensity mitigation or suppression
action can be implemented.

The original vegetation in this location is identified as Melaleuca quinquenervia open forest on coastal
alluvium, Vegetation Hazard Class (VHC) 22.1. The State – wide Bushfire Prone Area Mapping indicates a
fuel load within this vegetation type of 28.4 tonnes/ha at maturity. (Reference: Leonard, J., Newnham, G.,
Opie, K., and Blanchi, R. (2014) A new methodology for state-wide mapping of bushfire prone areas in
Queensland. CSIRO, Australia).

A fire in this vegetation type would generate a Fireline Intensity of 10 000 k/W m2. A fire fighter wearing
full Personal Protective equipment (PPE) can withstand a maximum exposure to 2 - 3 k/W for a short
period. The access road would be used to initiate a low intensity backburn to increase the separation
distance between the fire front and vulnerable property, reducing possible impacts.
In the event of a fire the emergency access road would be utilised by dedicated four-wheel drive, rural fire
fighting appliances with on board water supply, pumps and hose reels.

It is standard operational procedure to establish hose lays using multiple lengths of 30 metre hose to deliver
water from hydrants as required. Barlow Shelley have provided drawings to simulate a firefighting
appliance with a 90m hose reach radius (3 x 30m hoses) along the Emergency Access Road. This provides
adequate reach for fire crews safely manoeuvre along the length of the access road in a bushfire event
should they need to connect to hydrants.

Placing standpipes on this access would result in the access road being blocked when appliances are
refilling preventing safe movement of other appliances and crews.

Response to 23: For the safety of fire fighters and operational efficiency, the location of hydrants on
the emergency access road is not recommended, nor required.




                                                                  Bushfire Planning Specialists | qldbushfireplanning.com.au

Page 5

                                                                                     Bushfire Management Plan | Page 5




Response to 24 and 25: an alternate list of fire-resistant species is attached (Attachment 1).

Note: in extreme fire events, no vegetation is fire resistant and fire-resistant plants refer to plants that
possess several characteristics that make them less likely to ignite, including foliage and stems that retain
moisture.




Response to 26: The fuel loads in the environmental covenants should be monitored and managed to
maintain fuel loads of less than 8 tonnes/ha. Existing cleared management lines will be maintained by
mechanical slashing/mowing conducted within the determined pre fire season (August – October) or as
required to conduct mitigation burning operations.

The fuel loads in the environmental covenants should be monitored and managed to maintain fuel loads of
less than 8 tonnes/ha. This outcome can be achieved by mechanical means or where vegetation adjoins
larger areas of adjoining park can be achieved by planned low intensity burning. Within Lots 3 and 7 the
fuel loads should be monitored to determine appropriate burning intervals. Within this Regional Ecosystem
(RE 12.3.4) burning is recommended on a 7 – 10-year cycle subject to prevailing weather conditions.

27.




Response to 27: The Bushfire Management Plan states fuel loads will be maintained at a rate per hectare by
mechanical means. Fuel loads are not specified in what strata they occur in. Fuel loads in native bushland
are described as surface; near surface; elevated and bark/canopy. The control of surface and near surface
fuels by mechanical means removes the fuels that are necessary to support and sustain a high intensity
vegetation fire. The use of appropriate planned burning will achieve the same outcome. Mechanical control
and the use of planned burning will prevent high intensity fire while maintaining the structural integrity and
broad bio - diversity of the vegetation




                                                                  Bushfire Planning Specialists | qldbushfireplanning.com.au

Page 6

                                                                                  Bushfire Management Plan | Page 6




Response to 28: No residential development is proposed for Area 2 (Lot 23). Area 2 is bounded by a
powerline easement to the east and a 20 metre buffer zone to the north, providing access for management
and response activity. The QPWS have an obligation to reduce the risk to neighboring lands and have
indicated their planning will include the area of NP adjoining to the north (Updated Bushfire Management
Plan August 2020 Section 5.2).




Response to 28:
   (a) A controlled emergency access will be provided to Lot 23 at the southern point of easement E on
       Lot SP167968, perpendicular to Walter Hay Drive, and will include treatment to the median strip of
       Walter hay Drive to allow for firefighting appliance crossover (Attachment 2).
   (b) Emergency access gates will be provided within Road Reserve as shown in Attachment 2.
   (c) A 6 metre emergency access will be constructed along the southern boundary of lots 11 -15. The
       management of the access will be the responsibility of the Noosa Civic Centre management under
       covenant. The total width of Low threat area will be 20 metres along the southern boundary of Lots
       11 -15 (Refer to Attachment 2, Attachment 3).
   (d) Emergency access markers & identifiers will be attached to all emergency access gates.
   (e) The fuel loads associated with the 20 metre break between proposed Lots 3 and 7, interface
       between Covenant J and the 20 metre buffer on Lot 23 will be maintained by mechanical
       slashing/mowing conducted within the determined pre fire season (August – October) or as
       required to conduct mitigation burning and other management operations. The maintenance of
       these areas will be the responsibility of the Noosa Civic Centre Management under covenant.
   (f) The identified covenant areas will not be cleared for bushfire management.




                                                               Bushfire Planning Specialists | qldbushfireplanning.com.au

Page 7

sesame)

 

ATTACHMENTS

 

Page 8

Attachment 1

B-RB 1 to 6 : BIO-RETENTION BASINS No.1 to 6

 

 

BASIN No,

 

 

 

 

 

 

 

 

 

‘TREE PIT}
Devices
BYCML

LOCATION AREA PLANT DENSITY | QUANTITY | SPECIES
(sam) {ety sam)
BASE 30m 8 Pr} ‘BASE —(Tubestock)
Pertmetor 261Inm ors 35 15% solepsis nodosa
Lomancra nystite
BATTER 11m2 75 15 oor
‘TREE PLANTING-
‘Syzygium australe installed at
BASE == 8 = 1 per 40m2 in 140mm pot size.
Perimeter 201Inm 07s a
BATTER (Tubestock)
BATTER t1m2 O75 15 ne
Dienelle caeruies
‘BASE 20m2 8 760 Lomendra hystrix (“perimeter zone)
Perimeter 55 lnm o7s B Howes scutiole
Ty) — OTS = Melastema malabathrcum
BATTER Myoporum sp
BASE toma 8 0
Perimeter ra ta na
BATTER na pa a
‘BASE 182 8 120
Perimeter ra a ra
BATTER na ne ra
BASE ‘40m2 8 320
Perlmeter 23lInm ors a
BATTER na 8 °3
BASE ‘e5m2 8 620
Perimeter ra na ra
BATTER na a ra

 

 

 

 

 

 

DETAILS FOR PLANTING DENSITIES AND SPECIES REFERENCED FROM WSUD TECHNICAL
EAST QUEENSLAN

DESIGN GUIDELINES SOUTH

(0 - VERSION 1 OCTOBER 2012

 

 

 

 

ROAD RESERVE REVEGETATION | |
(BUSH FIRE RESISTANT SPECIES) AREA : 3700sqm
SMALL TREE / SHRUB / GROUNDCOVER SPECIES

Code Botanical Name Common Name Size Quantity
AUS dul Austromytus dulcis Midyim Tube Stock
ACAmel — Acacia melanoxylon Blackwood Tube Stock 5
DIA cae Dianella caerulea Flax Lily Tube Stock 5
ACA mel Acacia melanoxylon Blackwood Tube Stock 4
HIB sca Hibbertia scandens Golden Guinea Vine Tube Stock =
LOM hys. Lomandra hystrix Mat Rush Tube Stock =
MYO sp Myoporum sp Myoporum Tube Stock 5
MEL aff Melastoma affine Natlve Laslandra Tube Stock
PET trl Petalostigma triloculare LongJleaved bltter bark Tube Stock E
SYZ ole Syzygium australe Shrub Cherry Tube Stock z

FINAL NUMBERS TO BE DETERMINED ON SITE —(1PLANT PER M2) 5

 

Page 9

                                    JOINS PLAN 1856-W04




                                                                                                                                                                                       Y
                                                                                                                                                                                LL
                                                                                                                                                                              GU
                                                                                                                                                                                                          ATTENTION: CONTRACTOR




                                                                                                                                                                             G
                                                                                                                                                                                                          CONTRACTOR TO PROVIDE
                                    EXISTING RESIDENTIAL




                                                                                                                                                                             IN
                                                                                                                                                                                                          TEMPORARY END OF LINE WORKS
                                    UNIT COMPLEX                                                                                                                                                          REFER TO PLAN 1856-W16 DETAIL P                                                      LOT 3




                                                                                                                                                                         IST
                                                                                             FH



                                    LOT 4                                                                                                                                                                                                                                                      4.004Ha




                                                                                                                                                                      EX
                                    SP222982




                                                                                                                                                                                                                                                                                                                                                                                                         C
                                                                                                                                                                                                                                                                                                                                                                                                         D
                                                                                                                                                                                                                                                                       90m RADIUS COVERAGE




                                                                                                                                                                                                                                                                                                                                                                                                       A
                                                                                                                                                                                                                                                                                                                                                                                                    RO
                                                                                                                                                                                                                                                                       FROM NEW FH
                                                                                                                                                                                                                                                                                                                                                                                                                FH
                                                                                   CONNECTION DETAIL E
                                                                                      ON PLAN 1856-W13                              FH



                                                           ATTENTION: UNITYWATER PRIVATE WORKS                                 VA                                                                          LOT 4                                                                                                                                                                                                1.5
                                                                                                                                                                                                                                                                                                                                                                                                                      m
                                                      UNITYWATER PRIVATE WORKS TEAM TO REMOVE                                                                                                              2365m2                                                                                                                                                                                        VA
                                                                EXISTING DUCK FOOTPATH HYDRANT,
                                                        ASSOCIATED PIPEWORK & MAKE CONNECTION                               1.5m
                                                      WITH EXISTING DN150 oPVC PN16 WATERMAIN AS
                                                                         PER CONNECTION DETAIL E
                                                                                                                                                                                                                                            LOT 5
                                                                                                                                                                                                          CAUTION SERVICE CROSSING          2307m2
                                                                                                                                                                                                          WATERMAIN DN100 DI WM OVER




                                                                                                                                                              HO
                                                                                                                                                  FH                                                      STORMWATER MAINTAIN 300mm




                                                                                                                                                                      FM




                                                                                                                                                                                                                                                                                                                                                                                                                  JOINS PLAN 1856-W07
                                                                                                                                                                                                          VERTICAL CLEARANCE
                                                                                                                                                                                                                                                                                 LOT 6




                                                                                                                                                                         AN




                                                                                                                                                                                                                                                                                                                                                                        1.5
                                                                                                                                                                                                                                                                                 2473m2




                                                                                                                                                                                                                                                                                                                                                                         m
                                                                                                                                                                                                                                                                                                                                                  FH        VA




                                                                                                                                                                             N
                                                                                                                CONNECTION DETAIL G                                                                                                                                                                                                                                  CONNECTION DETAIL F




                                                                                                                                                                                  DR
                                                                                                                                                                                                                                            CONNECTION DETAIL H                                                                                        VA
                                                                                                                   ON PLAN 1856-W13                             m                                                                                                                                                                                                    ON PLAN 1856-W13
                                                                                                                                                            1.5                                                                             ON PLAN 1856-W14
                                                                                                                                                                                                                                                                                                                                                                                             LOT 8




                                                                                                                                                                                     I VE
                                                                                                                                                                                                                                                                 CAUTION SERVICE CROSSING                                                                                                    3257m2
                                                                                                                                                                                                                                                                 WATERMAIN DN150 DI WM OVER
                                                                                                                                                                                                                                                                 STORMWATER MAINTAIN 300mm
                                                                                                                                                                                                                                                                 VERTICAL CLEARANCE
                                                                                                                                                 LOT 15
                                                                                                                                                 4238m2
                                                                                                                                                                                                                                   VA
                                                                                                                                              CONNECTION DETAIL E2                                                                          VA                                                                                                                          LOT 9
                                                                                                                                                  ON PLAN 1856-W13                              VA                                                                                                                                                                      3202m2




                                                                                                                                                                                                                                                                                                                                                            m
                                                                                                                                                                                          VA




                                                                                                                                                                                                                                                                                                                                                           1.5
                                                                                                                                                                                  1.5m
                                          90m HOSE REEL FROM
                                          NEW FH
                                                                                                                                                                                                            FH
                                                                                                                                                                                                                                   VA       HOFMANN DRIVE




                                                                                                                                                                                               DB
     CONTRACTOR NOTES:                                                                                                                                                            VA                                                                                                   FH




                                                                                                                                                                                             ROA
                                                                                                                                 CONNECTION DETAIL F
     HYDRANTS                                                                                                                                                                             FH                                            CONNECTION DETAIL G
                                                                                                                                    ON PLAN 1856-W13                              VA
                                                                                                                                                                                                                                        ON PLAN 1856-W13
     1.      PROVIDE HYDRANT IDENTIFICATION
             MARKERS TO KERB FACE, ROAD & PAINT
                                                                                                                                                                                                                                                                                               VA                                                   RO
             SURFACE BOX & KERB FACE TO                                                                                                                                                                        CAUTION SERVICE CROSSING
                                                                                                                                                                                                                                                           CAUTION SERVICE CROSSING                                                        FH              AD
                                                                                                                                                                                                               WATERMAIN OD180 WM OVER




                                                                                                                                                                                                                                                                                                                                    1.5m
             SEQ-WAT-1300-1.
                                                                                                                                                                                                               STORMWATER MAINTAIN 300mm                   WATERMAIN OD180 WM OVER                                       VA                                      A
                                                                                                                                                                                                                                                                                                                VA
                                                                                                                                                                                                               VERTICAL CLEARANCE                        STORMWATER MAINTAIN 300mm
     VALVES                                                                                                                                                                                                                                                      VERTICAL CLEARANCE
                                                                                                                                              LOT 14




                                                                                                                                                                                                                                                                                                         B
     2.      PROVIDE VALVE IDENTIFICATION MARKERS
                                                                                                                                              3951m2




                                                                                                                                                                                                                                                                                                  AD
             TO KERB TO FACE, ROAD & PAINT                                                                                                                                                                                                       LOT 16                                                                   CONNECTION DETAIL I
             SURFACE BOX & KERB FACE TO
                                                                                                                                                                                                                                                 4339m2




                                                                                                                                                                                                                                                                                                RO
             SEQ-WAT-1300-1.                                                                                                                                                                                                                                                                                         1.5m ON PLAN 1856-W14
                                                                                                                                 CAUTION SERVICE CROSSING
                                                                                                                                 WATERMAIN OD180 WM OVER
     WATERMAINS                                                                                                                STORMWATER MAINTAIN 300mm
     3.      PROVIDE WATERMAIN CROSSING
                                                                                                                                       VERTICAL CLEARANCE
                                                                                                                                                                                                                                                                                               FH        VA
             IDENTIFICATION MARKERS TO                                                                                                                                                                                                                                                                           CONNECTION DETAIL
             SEQ-WAT-1300-1.                                                                                                                                                                                                                                                                                     F ON PLAN 1856-W13
                                                                                                                                                                                                                                                                                                    VA
                                                          90m HOSE REEL FROM                                                                                                                                                                                                                                                                    LOT 10
     WATER SERVICES
                                                                                                                                                                                                     m




                                                          NEW FH                                                                                                                                                                                                                                                                                4686m2
                                                                                                                                                                                                    1.5




                                                                                                                                                                                                                            FH
     4.      PROVIDE WATER SERVICE CROSSING                                                                                                                                                 CONNECTION DETAIL F                                                                                                                CAUTION SERVICE CROSSING
                                                                                                                                                                                                                     VA
             IDENTIFICATION MARKERS TO                                                                                                                                                         ON PLAN 1856-W13               VA                                                                                               WATERMAIN OD180 WM OVER
                                                                                                                                                                                                                                                                                                    LOT 11




                                                                                                                                                                                                                                                                                   1.5m
             SEQ-WAT-1108-1 & 2                                                                                                                                                                                                                                                                                                STORMWATER MAINTAIN 300mm
                                                             90m HOSE REEL FROM
                                                             NEW FH                                                                                                                        LOT 13                                                                                                   4967m2                     VERTICAL CLEARANCE

                                                                                                                                                                                           4078m2
                                                                                                                                                                                                                                   LOT 12                                          CAUTION SERVICE CROSSING
                                                                                                                                                                                                                                                                                   WATERMAIN OD180 WM OVER
                                                                                                                                                                                                                                   7942m2                                          STORMWATER MAINTAIN 300mm
                     JOINS PLAN 1856-W06                                                                                                                                                                                                                                           VERTICAL CLEARANCE

                                                                                                                                                                                                                                                                                                    PROJECT:                                                                                   JOB NUMBER
REV DATE DESCRIPTION                           BY   CHKD DRAWN
                                                             I GDETAL
                                                                    IS                                                SCALE                                                            APPROVED                                                                                                 PROPOSED SUBDIVISION                                                                                1856
 A        18-03-20   FOR APPROVAL              MM    CL                                                                                                                                                                                                                                         AT NOOSA CIVIC, WALTER HAY DRIVE
                                                           DATUM             AHD                                                                                                                                                                                                                                                                                                           SHEET:    5     OF   17
                                                                                         0              10             20                30           40              50m
                                                                                                                                                                                                                                                                                                FOR STOCKWELL PTY LTD
                                                           DESIGN           MM                                                                                                     .................                                                                                                                                                                                       DRAWING NUMBER          REV
                                                                                                                                                                                                                                                                                                    DRAWING TITLE:
                                                           DRAWN            MM                                                                                              Director: CAMERON LANDRETH
                                                                                                                    SCALE 1:1000 A3
                                                           DESIGN CHECK                                                                                                                  (RPEQ 19358)                               p 07 5443 8285                                              WATERMAIN LAYOUT PLAN                                                                          W05                         A
                                                                             CL
                                                                                                                                                                                                                                    e [email protected] w www.barlowshelley.com.au
                                                           DATE             18-03-20
                                                                                        This drawing is not to be copied or amended without written permission from
                                                                                        Barlow Shelley Consulting Engineers                                                                                                         a PO Box 899, Maroochydore,4558 ABN 89 215 591 077          SHEET 2 OF 8

Page 10

Vertical | Panorama | Terrain | Roadmap
Street Maps C] Properties [1

Aerial Photograph No. 1
4/11/2018

— Original Property Boundary
@) Reserved Park/Open Space
@® Mejor Development Nodes
@) Environmental Covenants

 

Page 11

Clearing Plan




                   Norris Clarke & O'Brien Pty Ltd
                                       Licensed Surveyors
                                       Town Planners
                                       Development Consultants
                Level 1 - Aldi Centre, 12 Bishop Street
                Kelvin Grove QLD 4059
                ph:                      fax:
                email:

Page 12

 

 

Aerial Photograph No. 2
(1993)

Page 13

 

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= Drainage Emt. 710212346 (618m *) | Developable Areo
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Developable Area Plan

 

Page 14

 

Photograph No. 1

Page 15

        Date: 12/02/2019
                                           State Planning Policy
                                         Making or amending a local planning instrument
                                        and designating land for community infrastructure
     Department of State


                                           ¢
                                                                     0           140                                  280                 420                  560

Development, Manufacturing,                     Disclaimer:                                                          Metres
 Infrastructure and Planning
                                                This map has been prepared with due care based on the best available information at the time of publication. However, the State of Queensland
                                                (acting through the department) makes no representations, either express or implied, that the map is free from errors, inconsistencies or
                                                omissions. Reliance on information contained in this map is the sole responsibility of the user. The State disclaims responsibility for any loss,
      © The State of Queensland 2019.           damage or inconvenience caused as a result of reliance on information or data contained in this map.

Page 16

Plan "A"

 

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Boundaries of the subject land are

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files and is subject to survey.

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Page 17

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as
v Sef
S82 Luu \ \ \ \ \ \
B86 20 0 20 40 60 80 100 §=6—120) 6140) «6160 =—180 200 “R20 «240
SY ;
OU) es ~ & g
sas we oS y ey \
2%, £2 g? _ DIAGRAM A
< ® a
og Of 083252 ce Seale 1:2000
OG i 670% yn?
Q Bs ” p72"4
po 10>"
oo
Ses nseee 192°20'05"

Covenant AR

956m2

Double swing gate
[PWEAQ GS-048
located within road
reserve.

“EMT AY

344 m2

0:39"
0271
COR,
, Saas
OV.
wm, SPIBZ845 SP182845
A Fn FE Fd 20,
“ ; i s S850,
geese s prs
oot nw 4
: o Rs So,
3 98 Be
OO Sct i
2
oon Cov.J
aR. BZ SP/82845
cat 3 /
5p285856,- Ne BG EMT AO EMT AK
J
x Z> 1 5 9 me a 1 70 m2
b
Double swing gate | by \ 0.
IPWEAQ GS-048 ..]

Prop dsed

Covenant AT

485 m2 EMT AR

Proposed

t “Covenant AS

732 m2

Proposed y

y

360 pow

, zee Diagram EF

 
  
   

 

034389.60

<

han)

lay

I~

Gy
Plan Ref.

 

  

(including
Existing Covenan

   
      

Proposed om
Covenant AJ |

   

3260 m?

  
   

Proposed
Covenant AU

3BI m?

EMT AS
\ 201 m2

218 m2

DIAGRAM B

Scale 1:2000

Boundaries of the subject land are
compiled from [S274197.

Indicative lot layout compiled from design
files and is subject to survey.

Contour Information compiled from
Bennett &Francis plan 032310.09
Contour Interval = 0:5m

 

 

Page 18

                                                                                                                                               PROVIDE PATHWAY
                                                                                                                                               CONNECTION POINT TO LOT 23

                                                                                                                                                                                                                                                                                                                                                             PROPOSED NEW CHAIN WIRE FENCE 1.8m (HIGH) AS PER AS1725.1-2010.
                                                                                                                                                                                                                                                                                                                                                             FENCE TYPE #1 (R-L/P-L) AS PER FIGURE H1 AND H2. 1.2m (WIDE) PERSONNEL
JOINS PLAN 1856-R42




                                                                                                                                                                                                                                                                                                                                                             GATE WHERE SHOWN AS PER REQUIREMENTS OF TABLE E1. CLASS 2 FENCE
                                                                                                                                                                                                                                                                                                                                                             GATE FOR MEMBER SIZING 2.5mm DIA CHAIN LINK FABRIC, POLYMER COATED.
                                                                                                                                                                                                                                                                                                                                                             WITH SIGNAGE STATING THE LAND IS A FAUNA RESERVE




                                                                                                                              4.7m




                                                                                                                                                    3m




                                                                                                                                                                                                                                                                                                                                                                                                                                           0
                                                                                                                                                                                                                                                                                                                                                                                                                                        18
                                                                                                                                                                                                                                                                                                                                                                                                                                      CH
                                                                                                                                                                                                                                      REFER TO PLAN 1856-R40 FOR EMERGENCY
                                                                                                                                                                                                                                      ACCESS CROSSING REQUIREMENTS


                                                                                                                                            SIT
                                                                                                                                                E   DIS
                                                                                                                                                       TAN
                                                                                                                                                             CE
                                                                                                                                                                  70m
                                                                                                                                                                        AT
                                                                                                                                                                             60k                                                                                                                                            LOT 23
                                                                                                                                                                                m    /hr                                                                                                                                                                                                                                                       CH1
                                                                                                                                                                                                                                                                                                                                                                                                                                                  60
                                                                                                                                                                                                                                FH                                                                                          2.61Ha



                                                                                                                                                                                                                                                                                                                                                                                                                                        CH1
                                                                                                                                                                                                                                                                                                                                                                                                                                               40


                                                                                                                                                                                                                                                                         WA
                                                                                                                                                                                                                                                                           LTE
                                                                                                                                                                                                                                                                                   RH
                                                                                                                                                                                                                                                                                     AY
                                                                                                                                                                                                                                                                                          DR                                                                                                                                          CH120
                                                                                                                                                                                                                                                                                            IVE


                                                                                                                                                                                                                                          SIT
                                                                                                                                                                                                                                             ED
                                                                                                                                       EXISTING                                                                                                IST
                          EX                                                                                                                                                                                                                      AN
                               IST                                                                                                                                                                                                                   CE
                                      IN                                                                                               NOOSA CIVIC                                                                                                      =   100                                                                                                                                                                  CH100
                                         G                                                                                                                                                                                                                     mm
                                             RO                                                                                                                                                                                                                     AT
                                                   AD                                                                                                                                                                                                                    60k
                                                                                                                                                                                                                                                                            m/h
                                                                                                                                                                                                                                                                               r
                                                                                                                                                                                                                           FH




                                                                                                   FH




                                                                                                                                                                                                                                                                                                                                                                                                                               CH80




                                                                                                                                                                                                                                                                                                                                                                                                                            CH60
                                                                                                                FUTURE INTERNAL FOOTPATH
                                                                                                                CONNECTION AT TIME OF                                                                                                0%
                                                                                                                                                            FH
                                                                                                                                                                                                                                 1.
                                                                                                                INTERNAL DEVELOPMENT WORKS                                                                                      <


                                                                                                                                                                                FH


                      PROVIDE PATHWAY CONNECTION                                                                                                                                                                                                                                                                                                                                                                          CH40
                         POINT TO LOT 23 TO IPWEAQ
                                                                                                                                                                                                                                                LOT 2
                                                                                                                    3m




                                RS-065. 100mm THICK                                                                                                                                                                                             9422m²
                                                                                                                                                                             EX
                                                                                                                                                                                IS




                                           TH
                                                                                                                                                                                TIN




                           TPA                                                              4.7m
                         OO
                       XF
                                                                                                                                                                                     G




                      E
                                                                                                                                                                                                                                                                                                                                                                                                                        CH
                                                                                                                                                                                       RO




                                                    H                                                                                                                                                                                                                                                                                                                                                                     20
                                               T
                                           TPA
                                                                                                                                                                                                AD




                                       O                                                                                                                                                                                                        <1.0%
                                     FO
                             EX




                                                                                                                                                                                                                                                                                                                                                                                         CH0
                                     LOT 23 FOOTPATH CONNECTION DETAIL PLAN
                                     SCALE 1:250 (A3)
                                                                                                                                                                                                                                                                                                                                                                                                                                      JOINS PLAN 1856-R40
                                                                                                                                                                                                                                                                                                                                                                    PROJECT:                                                                               JOB NUMBER
REV DATE DESCRIPTION                                                                        BY     CHKD DRAWN
                                                                                                            I GDETAL
                                                                                                                   IS                                                SCALE                                                                APPROVED                                                                                                                 PROPOSED SUBDIVISION                                                                         1856
          A               19-02-20    FOR APPROVAL                                          MM          CL                                                                                                                                                                                                                                                         AT NOOSA CIVIC, WALTER HAY DRIVE
          B               25-08-20    REVISED FOR APPROVAL - WALTER HAY DRIVE TURN AROUND   MM          CL   DATUM           AHD                                                                                                                                                                                                                                                                                                                       SHEET:   12   OF   42
                                                                                                                                        0              10             20                   30        40              50m
                                                                                                                                                                                                                                                                                                                                                                   FOR STOCKWELL PTY LTD
          C
          D
                          21-09-20
                          15/10/20
                                      REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
                                      REVISED AS PER COUNCIL RFI [29/09/20]
                                                                                            MM
                                                                                            MM
                                                                                                        CL
                                                                                                        CL
                                                                                                             DESIGN          MM                                                                                                       .................                                                                                                                                                                                                DRAWING NUMBER      REV
                                                                                                                                                                                                                                                                                                                                                                    DRAWING TITLE:
                                                                                                             DRAWN           MM                                                                                             Director: CAMERON LANDRETH
                                                                                                                                                                   SCALE 1:1000 A3
                                                                                                             DESIGN CHECK                                                                                                                  (RPEQ 19358)                                           p 07 5443 8285                                                   ROAD WORKS LAYOUT PLAN 7 OF 8                                                            R41                D
                                                                                                                             CL
                                                                                                                                       This drawing is not to be copied or amended without written permission from                                                                                e [email protected] w www.barlowshelley.com.au
                                                                                                             DATE           13-09-19   Barlow Shelley Consulting Engineers                                                                                                                        a PO Box 899, Maroochydore,4558 ABN 89 215 591 077

Page 19

About the Report Author

                                        This Report was prepared by Bushfire Specialist Bernard
                                        Trembath. Bernard has extensive practical knowledge and
                                        experience in bushfire planning and management and an intimate
                                        working knowledge of Queensland vegetation and climate,
                                        particularly in relation to fire prediction and behaviour.

                                          Prior to establishing Queensland Bushfire Planning in 2014,
                                          Bernard was the Regional Manager Rural Operations, Brisbane
                                          Region, for Queensland Fire and Emergency Services (QFES). As
                                          Regional Manager, Bernard was responsible for bushfire mitigation
                                          within the Brisbane Region, working with Local Governments and
many other organisations to help reduce the impacts of bushfires. Bernard was also the QFES bushfire
planning specialist, providing specialist bushfire planning and management advice on behalf of QFES.

Since 2014, Bernard has provided his specialist bushfire planning knowledge to advise and assist a large
number of individuals, companies and government agencies. His happy clients include:




                                                                Bushfire Planning Specialists | qldbushfireplanning.com.au

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