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Sunshine Butterflies - Attachments A - C - 010816

Attached to the e-mail Development Application - Sunshine Butterflies - 1 of 2 MCU16/0090.

of 14

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APPENDICES

Attachment A - Proposal Plan: Landscape Concept Plan Drawing No. L002

Attachment B - Contour and Detail Survey Plan

Attachment C - Todd Consulting Engineers - Property Access Study for Sunshine Butterflies

Attachment D - Geotechnical Investigation – 468 McKinnon Drive, Cooroibah

Attachment E - Sunshine Butterflies Brochure: About the Sunshine Butterflies

Attachment F - SDAP Modules




                                                                                      18
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Section 2

Attachment A - Proposal Plan: Landscape Concept Plan Drawing No. L002




                                                                        19


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Attachment A - Proposal Plan: Landscape Concept Plan Drawing No. L002

Section 3

BEUNUBsessetcassretessewe

     
  

Front Entry Gate 28 Chicken Coup Under Cove 91 WfoodweritMarnual Arts 76 Recelaw!Yatiby Dam

Sunatine Bumorfes Ofhe = =27 =Cheken Coup Open Aras = $2 Ory Crouk Sot 77) Smet Fie Dam

DecoReeubase Orivewsy 28 Paygroutd 83 Sponsors Signage 78 Large Fah Cam

Scarvcrw Garden wand = 29 Disanaty Swng 64 Our Back Yard Eney 78 © Rloed Boar Nutrart Soak

Materiats Orop OFF Aros 30 Cimber tretson 55 Disanted Parking 80 Cam Overtow

Tool and Material Shes 34 HortcutreyMachine Shed = GB Car park 81 Timber DeckiFishing Jetty Li b «
3 Bay Capon 32 Enviro « nepto totet 57 Tennis CaBachetbathooe «82 Tinber Pedestrian Bridges tt
Comredowsoty Esty 33. Chamnowningtcene Sunn © cocwcnmy www. sunsnineduttemrnies.com.au
Battling Rennie Mouse 34 Covered Potieg Up Ams = SB ArtiCooting Manic aren 84 Dom Asitor

Water Tae 25 Worn Parni@ct Sinmge OF 85 Lawn Camp Ont Arm

Poo Pump 20 Compost BayePoting Mix 61 Nindin ocr 6 Pitar Lighting

(Pratt ant Nad Orctuest 37 Stade House G2 Trermsy Mace 87) Horceee Came Cut Area

Frat Sorting Gimen 38 Miyntnpanie Bay G2 Library Shop AB  S8/Our Back Yant Signage

Native Screan Prarsting 30 Paving Constucton Aum 4 Undercomer Activity Ace = 89 Gale Signage

Bush Tucker Gardens 40 Viwyord 0S Store Kup MunbHeng: 90 Stone Letier BowEntry

Covered Howse Deck 41 Envi « Septo 66 Hand Toot Sod 91 Nusery Grow On Acca

Poot Aram 42 Raced Veggie Gontons = = 67 Animal Shetor 92 Hot House

Soreen Heaging 43° Wreoichar Gardens @ Office Stomge 8 Wome

Lawn Prcnéc Area 44° Communty Gardens 83 Fenced Arénet Yor 94 Scarecrow

Tales Under Trees 45° rd Artery 72 Animal Paddocks Gams = 98 Poo! Motst

Lamm Offen hunch Area 45 OncnRinadtaee Prteenye 71 Deen Tence $e Dam 96) Horseattune Tenring Shed

Laer Function Ares 47 Cuca Rosdinee Drweways 72 Knals Gormdor 97) Cowwed tuncton deck

Gott Gemen AD RanctateKnytoke Garcen 72 Timber Sesting 90 Fleet nat teaming room

Herts Sport 49 Cutsoor Pics Own 74 Natwe Animal Boome 90 Conference room

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Vesey con ER" ane a mvabstse fot abert ct long been reapenn or barely tay
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ay ole Que Backyard is fe now fore of gt Sunshine Butnsties actwtes
i a ee rank: dean, art cooking & woostwcrk progress (ing mesrioees plenty of
f a faa) (aa fuom ft spreed fw ange aed wt bem
eae ‘ey Sy ae dbout Horbevtaral Permacuture, Gastering Sha Emvturermetal Actases,
me Sarai e = Aquacetere & Arenas Core.
PO a tora Aa a terre band, rrerntars wil help pian, pl, plant wn masta rurréae ct
ey) ee Giferorn types ut gursera: Intzdey a Onda and vegeutre asd hard ods
- 8 well as cere for a nunber af farm arvreake ft Ince goats. pags, chooks,
. oN ~ cam, dorky, ducks sigeca’s, aret shame just io mares a tow Mewbers can
(on * fh torn the dares cr hove w go at catching jttoaw’ thet cam Se ttvoset pe
wae S&S the BEG for Lerch, Qurrg thw coaler morthe . parkopoms cen ergey loeabrg

rrereherotions and cocking temper ower B Me tn teypy WEN vores ey Ta,

There are hota of recreations activites to nj is aul. Exqey owerraght carry
Ome at Oy Backyor experince Ihe great cetdoors an af aaa tho:
TacBty has to fer Merbers ca play cnoket. bocce are! intle tenets oF throw
fee beogze on the tembetbel cour or set a te gall greet

There is hots of space ID ergo kd fashion Iawortes thie hunny! bot ond ng at

 

 

 

 

 

 

 

 

 

 

 

 

 

Designed by: sou = Se Landscape Concept Plan
\ See mE Our Back Yard
Batata 468 Mckinnon Drv Cooroibah
A | PRELIMINARY ISSUE ow ow | OW fmsae
maa oa ccanlgewel an see = 1: 200 Drawing No: L002

 

 

 

 

 

 

 

 

 

 

 

 

Section 4

Attachment B - Contour and Detail Survey Plan




                                                20


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Attachment B - Contour and Detail Survey Plan

20

Section 5

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   20 0                                                                                                                               20.18
                                                                                                                                                 2
                                                                                                                                         .0




                                                                                                                                                                                                                  23 .
                                                                                                                                         0




                                                                                                                                                                                                          50
                                                                                                                  24.02
                                                          OH




                                                                                                                                                                         24.00                    Rock Drain                                                                                                                                                                                                                                                                                                                   20.54                                                                 20.37
                                                                                                                                                                                                                                                                                                                                n                                22.39                                                                                                                                                                                                                                                                   20.45
                                                                                                 24.26                                                                                                                                                                                                              Garde             22.62                                                                                                                                                       20.87
                                                                                                                                                                                                      23.78                                                                             0                                                                                                                                                                                                                                                                                                                                                                                                               20.65
                                                                                                                                                                                                                                                                                   .0
                                                                                                                                                                                                                                                                                   23
                                                                                                  24.56                                                                                   Garden                                                                                                                                                                 22.38                                                                                                                                                                                                                                                                                                                                                         21
                                                                          R                                                                                                                                                                                                                             22.89                  22.73
                                                                              oc                                                                                                                                                                                                                                                                                                    22.21                                                                                                                                                                                                                                                                                                                              00         .
                                              ll                                   k
                                  R oc   k Wa                                   W                                                                                                              SIGN
                                                                                                                                                                                                                                               23.37                  23.15                         SIGN01
                                                               OH




                                                                                  al                                                                                                                                                                                                                                                                              22.54
                                                                                    l                                                                                                                                                                                                                                                                                                                                                                              50
                                   24.15                                              TPIT                                                                                                                                                                                                                                                                                                               178.52




                                                                                                                                                                                                                                                                                                                                                                                                                                                                       .
                                                               PP




                                                                                                                                                                                                                                                                                                                                                                                                                                                                    21
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         1 . 00
                                                                               OH 24.27                   24.15 OH                   24.10                         24.14                          23.96                                                                                                                                                                                                 244°08'00"




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                2
                                                                                                                                                                  OH                                   OH
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          21 . 00
                                 OH 24.14                                                                                                                                                                                                         OH                          OH                                                                                                                                                                                                              TPIT
                                                                                                                                                                                                                                                                                                                                    OH                                    OH22.48                            OH                           22 .                                               PP                                                                                                                                                                                                          TPIT
                                                                                                       Gravel Driveway                                                                                                                                           Gravel Driveway                                                                                                                  22.34                22.15          0      OH0                               OH                                 OH                                                                                                                                                                                 TPIT TPIT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   OH                                       OH
      OH                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                OH                                       OH
                                                                                                                                                                                                                                                                IL01/300MM RFCP                                                                                                                                                                                                                                                                                                                                                                                                                           OH                                        OH
                                        24.27                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              OH                                       OH
                                                                                                                  24.00                                                                                                                                                  SW                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  OH                  OH
                                                                                         24.08                                                                                                                                                                                IL01/300MM RFCPRoadside Drain                                                                                                                22 .
                                                                                                                                          50                                         Roadsid e Drain
                                                                                                                                             .                                                                                                                                                                                                                                                                         0        5
                                                                                                                                                 23                                                                                                                                                 50
                                                                                                                                                                                                                                                                                                         23 .
                                                                                                                                                                                                                                                                                                                                                                                                        23 . 00                                                                                                                                                                                                                                                                                                                                                                                                Underground services have been located from visible surface
                  24 . 00




                                                                                                                                                                                                                                                                                                                                                                     TBM B                                                                                                                                                                                                                                                                                                                                                                                                                                     features only . A Dial Before You Dig search should be performed
                                                                                                                                                                                                                                                                                                                                                                     PIN                                                                                                                                                                                                                                                                                                                                                                                                                                       before the commencement of any excavation work. The property
                                                                                                                        M c K i n n o n                                                                        D r i v e                                                                                                                                             RL 22.766m                                                                                                                                                                                                                                                                                                                                                                                                                                boundaries shown have not fully been investigated for the purposes
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               of this survey. For an accurate determination of the boundaries, an
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               Identification survey will be required.



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     CLIENT
                                                                                                                                                                                                                                                                                                                                              PROJECT                                                                                                                                                                                                                                                                                                                                    Sunshine Butterflies
 MURRAY &                                                                                                                                                                                                                                                                                                                                                                                               Contour & Detail Survey of
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Contour Interval is 1 metres Major and 0.5 metres Minor.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Notes: Underground services have been located from visible
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            surface features only . A Dial Before You Dig search
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            should be performed before the commencement of any
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Datum:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                PSM 104584
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                RL 21.204m AHD
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           F.W.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           F.Bk
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CB

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            3716
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Date
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             13.04.2016
  ASSOCIATES                                                                                                                                                                                                                                                                                                                                                                                                Lot 2 on RP 214534
                                                                                                                                                                                                                                                                                                                                                                                                      468 McKinnon Drive, Cooroibah
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            excavation work. The property boundaries shown have
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            not fully been investigated for the purposes of this survey.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            For an accurate determinationof the boundaries, an
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            Identification survey will be required.                                                             Drawn:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Form 6 Dated 6.04.2016

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           CB                              Level Bk                                                  File
 SURVEYORS & TOWN PLANNERS                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            54681 Detail Survey 160413.mjo
                                                                                                          ACN 075 543 154                                                                                                                                                                                                                                                                             Local Government Noosa Shire                                                                                                                                                                                                                                                                                                                                                         Acc. Bk
Murray Building,15-17 Currie St. Nambour Ph.(07)5441 2188 P.O. Box 246                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Kyle Kenna                                                                                                                                                          Job & Plan No.
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Licd. Surveyor                                                                                                                                                                        Scale: A2 1:500                                                          54681
Branch Offices at Caboolture Chinchilla Roma Gympie & Emerald

Section 7

Attachment C - Preliminary Plan McKinnon Drive Road Upgrade (BAR Layout)




                                                                           21


[OCR of page images]
Attachment C - Preliminary Plan McKinnon Drive Road Upgrade (BAR Layout)

21

Section 8

COPYRIGHT ©
This drawing is subject to
copyright in accordance with te
agreement between Tod
Consulting pty It (te) and tc's
client. This drawing shall only
Used for this specific project.

‘This drawing shall not be used
for construction until marked as
"issued for construction’ in the
revision description,

>

RELIMINARY ISSUE
‘evision Description

Associated Consultants

RRG STRATEGIC

MURRAY AND
ASSOCIATES

SUNSHINE BUTTERFLIES

BES
-

i

a

at

ie - e
EXISTING SITE ACCESS |=

_ TO BE RETAINED
c #

Approved
D. REYNOLDS
Signed

9072

Date

t

” Pema

us
EXISTING SITE ACCESS }
- LEFT TURN OUT ONLY a
a \ "
, ¥ 5

730.000
TAPER)

Project

SUNSHINE BUTTERFLIES, OUR BA

MCU APPROVAL HORIZ DATUM
ROL APPROVAL VERT DATUM AHD
OPW APPROVAL RL

4 A

LEGEND

EDGE OF BITUMEN

PROPOSED PAVEMENT EXTENSION

5 10
|
Scale 1:250 @A1

Drawing Title ‘Scale |Sheet Size]
BASIC RIGHT TURN LANE AS SHOWN

Drawing Number

16520_SK1

oO 10 20 30. 40 50 60 eet Revision]
eAceneN nce 1 of 1 A

 

Section 9

Attachment C - Report: Property Access Study – TOD Consulting Engineers 468 McKinnon
Drive, Cooroibah Property Access Study for Sunshine Butterflies




                                                                                   22

Section 10

468 McKinnon Drive, Cooroibah

Property Access Study for Sunshine Butterflies
Background

Tod Consulting have volunteered to assist the local charity Sunshine Butterflies with the development
of a new facility on McKinnon Drive, Cooroibah, known as “Our Backyard”.

Sunshine Butterflies is a disability support service and charity supporting babies, kids, tweens, teens
and adults with a disability and their families. Our Backyard is a 5 acre hobby farm in Cooroibah (near
Tewantin) which currently includes a 3 bedroom wheelchair accessible house and in the future, when
construction is complete, will be available for short or long term respite or family stays.

Following discussions with Noosa Council by Planning Consultant and ex-Councillor Russell Green
arrangements are being made to lodge a Material Change of Use (MCU) application.

Introduction

Greg Jackson of Tod Consulting undertook a site inspection of the existing driveway access and site
frontage located at 468 McKinnon Drive, Cooroibah (Lot 2 on RP214534), on Friday 29 July 2016.

Traffic Generation

The Annual Average Daily Traffic (AADT) on this section of McKinnon Drive is only 2,180 vehicles per
day.

The Sunshine Butterflies team consists of 5-10 staff per day who travel by private vehicle to the site (6
vehicles per day). Wednesday is the busiest day and Friday the quietest; with client’s numbers being
about 10-20 persons per day. A free transport service is offered for these clients using 4 x 12 seater
buses, with clients picked up in town and transferred to the property (similar to the existing transfer
arrangements between client pick up areas and the warehouse in Noosaville).

      User              No. of         No. of trips /     Total No. of             Time of trip
                       vehicles        vehicle / day         Trips
      Staff               6                  2                12                9.00am – 4.00pm
     Clients              4                  2                 8                9.30am – 2.30pm
    Residents             2                  8                16                7.00am – 6.00pm
    Deliveries            1                  2                 2               10.00am – 12.00pm
     TOTAL                                                    38


Based on the above it can be seen that the proposed development will generate a very low volume of
traffic (1.7% of base traffic volume) with the majority of the trips being made outside the conventional
peak hour times.

Intersection Warrants

The warrants for turn treatments at an intersection are a function of the peak hour traffic flows for the
right turn, the through movement on the same approach and opposing traffic on the opposite
approach as described in Austroads.

Figure 4.9 from the Guide to Road Design – Part 4A: Unsignalised and Signalised Intersections
indicates the provision of a Rural Basic Right Turn (BAR) and Left Turn (BAL) Treatment is required.



                                                                                                       1
Tod Consulting Project No. 16520

Section 11

Rural Basic Right Turn Treatment (BAR) and Basic Left Turn Treatment (BAL) – Refer Drawing
No. 16520_SK_1

The BAR is the minimum treatment required to enable right turn movements from a through road to
an access point. The layout includes sufficient width for through vehicles to pass on the left side of a
stationary right turning vehicle, through widening of the road shoulder.

As there are good overtaking opportunities within this section of McKinnon Drive Tod Consulting
would recommend the installation of barrier centre line, to discourage passing manoeuvres.

As the majority of traffic will be coming from and returning top Tewantin there will be very few left
turns into the site. We therefore do not consider a BAL necessary.

Sight Line Requirements for Access

It is essential for safety reasons that drivers approaching from all directions can recognise the
presence of a driveway in time to slow down or stop to avoid potential collisions, with turning traffic. It
is therefore necessary to have adequate sight distances in relation to both horizontal and vertical
geometry.

Tod Consulting have undertaken an assessment of the sight line requirements for the proposed
access, in accordance with the Austroads Guide to Road Design – Parts 3, 4 and 4A.

This guideline states that sight distances at accesses should comply with the sight distance
requirements for intersections i.e. that Approach Sight Distance (ASD), Safe Intersection Sight
Distance (SISD) and Minimum Gap Sight Distance (MGSD) are achieved.

In accordance with these guidelines the calculation of all necessary sight lines has assumed a driver
reaction time of 2.5 seconds for rural areas. McKinnon Drive has a speed limit of 100km/hr, and as
such in accordance with the Austroads guidelines a design speed of 110km/hr has been used in
calculating the required sight distances.

When calculating sight distances we have included grade correction factors, in accordance with the
Austroads guidelines, where necessary to account for the additional distance that vehicles travel
when braking on a downhill grade and vice versa.

1.      Approach Sight Distance (ASD)

ASD is required on the main road approaches so that drivers can see the pavement and road
markings at the proposed access. ASD is measured from driver’s eye height (1.1m) to 0.0m.

                                Approaching from Cooroibah               Approaching from Tewantin
                                      (1.5% up grade)                         (1% down grade)
                                Austroads                               Austroads
                                                  Achieved                                Achieved
                               Requirements                            Requirements
  Approach Sight Distance
                                  202m *          Approx. 320m         216m *          Approx. 320m
           (ASD)
* Note: The required sight distances vary for each of the approaches due to grade correction factors.




                                                                                                         2
Tod Consulting Project No. 16520

Section 12

  Photo 1: Approach from Tewantin (white minibus and red car are located at the access driveway)




                               Photo 2: Approach from Cooroibah



                                                                                                   3
Tod Consulting Project No. 16520

Section 13

2.       Safe Intersection Sight Distance (SISD)

SISD is the minimum distance which should be provided for a driver on the major road to observe a
vehicle on the driveway approach. This distance should also be provided to drivers of vehicles stored
in the centre of the road when undertaking a crossing or right-turn movement. SISD is measured
from driver’s eye height (1.1m) to a point at 1.25m height (top of car).

                               Approaching from Cooroibah             Approaching from Tewantin
                                     (1.5% up grade)                      (1% down grade)
                              Austroads                             Austroads
                                                Achieved                              Achieved
                             Requirements                          Requirements
   Safe Intersection Sight
                                 293m *             >320m             308m *              >320m
      Distance (SISD)
* Note: The required sight distances vary for each of the approaches due to grade correction factors.

3.       Minimum Gap Sight Distance (MGSD)

MGSD is the minimum gap in traffic that drivers are prepared to accept when undertaking a crossing
or turning manoeuvre. It should be noted that no grade correction factor is necessary for the
calculation of MGSD. MGSD is measured from driver’s eye height (1.1m) to a point at 0.65m height.

                                     Austroads
                                                                          Achieved
                                    Requirements
                                                         Left Hand Side           Right Hand Side
     Minimum Gap Sight Distance
                                        153m                 >153m                    >153m
             (MGSD)




                             Photo 3: View to left when exiting driveway



                                                                                                        4
Tod Consulting Project No. 16520

Section 14

                            Photo 4: View to right when exiting driveway

As can be seen from the tables and photographs above:

      The required ASD can be achieved for both approaches;
      The required SISD can be achieved for both approaches;
      Adequate MGSD requirements can be achieved in both directions.

In other words, satisfactory sight distances can be achieved for all users of this proposed property
access.



Prepared by




Greg Jackson (RPEQ 12825)
Tod Consulting Pty Ltd
29 July 2016




                                                                                                  5
Tod Consulting Project No. 16520

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