Referenced Documents - MCU13 0098.01 · MCU13/0098.01

Page 2

                                                                           Proposed Plants
                                                                              abbreviation botanical name               common name              container size Qty


                                                                              CAL ned     Callistemon Ned Kelly         Bottle brush             200mm           21
                                                                           Grass
                                                                              LOM hys     Lomandra hystrix              Matt rush                140mm           115
                                                                           Ground cover
                                                                              TRA jas     Trachelospermum jasminoides   Star Jasmine             140mm           34
                                                                           Shrub
                                                                              CAL lit     Callistemon Little John       Bottle brush             200mm           21
                                                                              SYZ Cas     Syzygium 'Cascade'            Weeping lillypilly       300mm           11
                                                                             CAL end      Callistemon Endeavour         Bottle brush             200mm
                                                                              SYZ res     Syzygium 'Resilience'         Resilience Lilly pilly   200mm           76
                                                                           Tree
                                                                              BUC cel     Buckinghamia celsissima       Ivory curl               300mm           1
                                                                              WAT flo     Waterhousia floribunda        Weeping lillypilly       300mm           23




                                                                                                                                       DRAWN R. Leathers               TITLE/DWG NO.
                                Greenscapes Nursery & Design                       Markris Foods                                                    Dip. Hort.                         Landscaping Design 2
                           468 McKinnon Dve, Cooroibah. Qld.4565.
                      Ph: 07 54556825 e: [email protected]    Lot 3 Rene St, Noosaville. Qld.
                                                                                                                                       DATE 12/09/ 2013.
                                                                                                                                                                                       Plant Schedule
                                                                                                                                                                                                              A3
                                                                                                                                       SCALE
Document Set ID: 21249132
Version: 1, Version Date: 28/09/2020

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Document Set ID: 21249132
Version: 1, Version Date: 28/09/2020


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ADJACENT INDUSTRIAL ESTATE

 

 

rFOR DETAILS OF ROOF DRAINAGE REFER TO HYDRAULIC CONSULTANTS DRAWINGS

 

 

 

 

COMBINED

—»_
HARVESTING/RETENTION \,

TANK, TYPE AB
GROUND.
TOTAL VOLUME
22,500LITRE
DISCHARGE MIN

80% ROOF CATCHMENT

AREA TO TANK.

N
BIO_RETE!

SYSTEM FOR.
ROOF CATCHMENT
MIN AREA 45sqm >

#300 SH
BRS FOR
ONLY

BRS

 

 

 

 

OVE
A FT
|

IMUM OF

a

oe

 

NTION 4
iO}
iO}
WO}
~
Wa
OWN BESIDE——_1-|
CLARITY

 

 

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\
\
SS PROPOSED NEW WAREHOUSE BUILDING
\
~ 13700 | | O )
me
S S
Rs oN
S
-& FFL5.400 | ™-  FFLS5.400 [email protected]
¥ P
xe .
5 aN
-& FFL5.200 FFL5.200 3
S x N
~ n N,
me Nee ; ow
/ S/o. ~- | CARPARKING
\
l
1L3.510 |
\ —
. CARPARKING
~ LOT 3 PROPERTY CONNECTION TOV
9375; 5.9m @ 1% 7450)
- USIL3.470
— DSIL3.410 ——_
~ 225 BIO RETENTION BIO RETENTION
4/75 1L3.510 L1L3.600 SYSTEM FOR SOUTH SYSTEM FOR
: CARPARK NORTH CARPARK
~ 5 CATCHMENT. CATCHMENT.
~ SO RMWATER MIN AREA 11sqm MIN AREA 15sqm
~ MANHOLE 1/1:
~~ SL4.870 INTERNAL ACCESS ROAD (ROW)
ee 1L3.555
a= — gg AIR a
SITE ACCESS
/ \
Z

 

 

- S Fo FR FE ET

FLOW (LITRES/SEC.)

60

 

 

 

——— NO RETENTION

 

 

 

 

 

 

 

 

 

50:
~ WITH RETENTION
40: S
30. Zz
7 ~N
20 —___
to —_—_ —<—
oe ~
0 ! T I
2 4 6 8 10 12 14 16 18
TIME. (MINS.)
STORMWATER HYDROGRAPH THROUGH TANK
PEAK FLOW MITIGATION THROUGH ON SITE RETENTION TANK
TOTAL PROPOSED TANK VOLUMES:
TANK FOR HARVESTING: 10,500 LITRE
TANK FOR RETENTION: 12,000 LITRE
RUNOFF & DETENTION CALCULATIONS:
MAXIMUM EVENT: Q100
TIME OF CONCENTRATION: 5Smin
INTENSITY: 326mm/hr
SITE AREA: 3266sqm
IMPERVIOUS AREA: 2744sqm
PRE DEVELOPMENT PEAK RUNOFF: 260L/s
PEAK RUNOFF POST DEVELOPMENT: 290L/s (NO RETENTION)
RETENTION VOLUME REQUIRED: 11,900 LITRE
RETENTION VOLUME PROVIDED: 12,000 LITRE
REDUCTION REQUIRED: 29.8L/s
REDUCTION PROVIDED: 33.9L/s
FROM ROOF
HI-FLOW #300
L
i
G
COMBINED 4
HARVESTING/MITIGATION wo
TANK o
TOTAL VOLUME:
22,500 LITRE
50% HARVESTING
oe oA K 990 LO—FLOW SLOW
GS | LEAK TO BIO
w RETENTION SYSTEM
9
°
GROUND
~ N NX N N HR N N N N NX NX NYO N\ NX ~
3

 

 

 

 

 

 

 

 

 

 

 

 

 

RAINWATER HARVESTING AND
MITIGATION TANK ASSEMBLEY

TO LAWFUL POINT OF DISCHARGE

SCALE: NTS

DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.

 

Amd Description Date

 

Issue Notes Date
For Development Approval X 11-07-13
For Building Approval
For Tender
For Construction

As Constructed

 

E Hydraulic 3:

 

\-
contact: Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181
Moffat Beach, QLD, 4551
email: [email protected]

PH: (07) 5491 4333 FX: (07) 5491 4233

CLIENT :
MARKRIS FOODS

ARCHITECT :
iS SOUL SPACE

42 HOFFMAN DRIVE
NOOSAVILLE
INDUSTRIAL DEVELOPMENT

DRAWING TITLE:

 

A

(PROJECT:

STORMWATER
DRAINAGE
AND QUANTITY

 

Design Ae. Checked (Ch Dote 11-07-13 Dwg. No. AMD.

SCALE: 1: 200 2783-2 J
RPD:- LOT 3 / FMR LOT 2 SP 222982

ON A1 UNO. 2 Of 4

 

 

 

 

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N SITE, ABOVE GROUND COMBINED
HARVESTING/RETENTION TANK WITH TOTAL
VOLUME OF 22,500 LITRES. _
12,000 LITRE FOR RETENTION S00 HI FLOW BYPASS
2000 10,500 LITRE FOR HARVESTING LOCATED UNDER BIO
, RETENTION SYSTEM AND
#300 HI-FLOW BYPASS BRS (NOT CONNECTED TO SYSTEM =
SHOWN FOR CLARITY) BYPASS CHAMBER AT a
#90 LO-FLOW CHARGE ON TOP OF BRS INVERT. 4
90 LOW-FLOW MITIGATION & 00sq OVERFLOW AND HIGH
DRAIN DISCHARGE TO TOP 5 FLOW BYPASS CHAMBER,
tet ON SITE, ABOVE GROUND COMBINED —~ | 12,000 LITRE Coin APPROVED FLAP # ee ES AND TINGED
HARVESTING/RETENTION TANK WITH TOTAL RETENTION VOLUME VALVE. CHARGE ON TOP OF a ELEVATED GRATE.
VOLUME OF 22,500 LITRES. | ~e GRAVEL MATTRESS FOR a
12,000 LITRE FOR RETENTION ——— Ww
SCOUR PROTECTION.
10,500 LITRE FOR HARVESTING zZ
%300 HI-FLOW BYPASS BRS E
o —FLOW CHARGE ON TOP OF BR 10,500 LITRE a5
90 LO-FLOW CHARGE ON TOP OF BRS HARVESTING VOLUME S
wo
TYPICAL: 5.250N 5.300
9100 SLOTTED PVC WITH &
CLEANOUT TO SURFACE
USING SCREW CAP.
4.400 4.300
_ | e 4.100
600 FILTRATION LAYER:
3.700
100 TRANSITION LAYER.
200 DRAINAGE LAYER
300 TO LAWFUL POINT OF
DISCHARGE
BIO RETENTION SYSTEM BRS 3/1
LONG SECTION
SECTION
SCALE 1 20
BIO_RETENTION SYSTEM _A_NOTES
CATCHMENT: ROOF 1800m?
¢ FILTER MEDIUM AREA: 45m?
* FORE BAY AREA: 1.5m?
* PROVIDE 100 SUBSOIL DRAINAGE WITH
CLEAN OUT POINTS AS INDICATED ON
PLAN.
Oo
Oo
Q 5.300
SN
N 000
ILTER MEDIUM SURFACE AREA WITH DENSE THE ENTIRE BRS TO BE. ——*"
PLANTING. FOR DETAILS OF SELECTED PLANTS SUCH WRAPPED IN GEO TEXTILE
AS GRASSES, SHRUBS AND SELECTED TREES REFER 4.300
TO LANDSCAPE ARCHITECTS PLANS. 600 FILTRATION LAYER:
ee. D SL3.500 c CHITEC 4.100 DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
, 100 TRANSITION LAYER FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
200 DRAINAGE LAYER O aS (amd Description Date
%300 TO saawsrer Bens
CHAMBER
BIO RETENTION SYSTEM BRS 3/1
CROSS SECTION
250 WIDE BATTER SURROUNDING BIO RETENTION SYSTEM.
ee BATTER SHALL BE PROVIDED WITH ROCKS AND DENSE SECTION
e PLANTING. FOR SELECTION OF PLANTS SUCH AS A
MIXTURE OF GRASS, SHRUBS AND SELECTED TREES REFER SCALE 1: 20
TO LANDSCAPE ARCHITECTS PLANS. :
Issue Notes Date
For Development Approval X 11-07-13
For Building Approval
NOTE: For Tender
: For Construction
IDENTICAL CONSTRUCTION PRINCIPLES Me Conctractea
E Hydraulic 3:
I
4 . .
contact: Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181
Moffat Beach, QLD, 4551
email: [email protected]
PH: (07) 5491 4333. FX: (07) 5491 4233
CLIENT :
00sq HI-FLOW BYPASS AND MARKRIS FOODS
TRANSFER CHAMBER, CONCRETE WITH
ELEVATED GRATE AND WEIR AT ARCHITECT :
SLS.250 SOUL SPACE
yy J
(PRovect: 42 HOFFMAN DRIVE Y
NOOSAVILLE
INDUSTRIAL DEVELOPMENT
DRAWING TITLE:
300 SYSTEM OUTFLOW
DIRECTED TO LAWFUL STORMWATER
POINT OF DISCHARGE
QUALITY
DETAILS
=|>
Design Ae. Checked (Ch Dote 11-07-13 Dwg. No. AMD,
SCALE: 1 : 50 ON At UNO, 3 Of 4 2783-3
BIO RETENTION SYSTEM BRS 3/1 BIO RETENTION SYSTEM BRS 3/1 A
SUBDRAINAGE_LAYOUT PLAN VIEW RPD:— LOT 3 / FMR LOT 2 SP 222982

 

 

Document Set ID: 21249132
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OPERATIONAL PHASE:

RECOMMENDATIONS FOR ESTABLISHMENT & OPERATION:

PHASE OF ESTABLISHMENT:

The first 2 Years after construction are crucial for the performance of the VBFS.

“Ensure the right plant selection (refer "Healthy Waterways" for plant selection)
**During dry periods provide sufficient watering

****Perform regular weed removal

****Replace not established plants where required

Perform routine inspections of the raingarden (VBFS) to identify any areas of obvious increased sediment deposition, scouring from
storm flows, rill erosion of the batters from lateral inflows and clogging
Perform routine inspections of the inflow systems in particular the grated drain and clean the grated drain regular from debris and litter
Perform routine inspections of the surface of the raingarden and clean from litter and gross pollutants
Remove sediment build ups in the raingarden

Repair any damage from vehicle traffic

Provide regular irrigation/watering during extended dry periods
Remove any invasive weeds at any time

Remove plants that have died and replace them

Perform regular pruning as to Landscape Architects schedule to encourage growth and healthy establishment of plants

Perform vegetation pest minotoring and control as to Landscape Architects schedule

RECOMMENDATION:

THE RAINGARDEN IS PROPOSED TO BE A STORMWATER TREATMENT DEVICE AS OPPOSED TO A NORMAL GARDEN
BED. WE RECOMMEND TO SET UP A SIGN EXPLAINING THE PURPOSE OF THE RAINGARDEN.

WIDTH AS SPECIFIED IN PLAN

VEGETATED BIO RETENTION SYSTEM LENGTH AS SPECIFIED IN PLAN

Use for mulching: LUCERN, WOODCHIP OR EQUIVALENT.

WIDTH AS SPECIFIED IN PLAN

 

 

SPECIFICATIONS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOTES:

 

 

 

PSP ei oT
FILTER LAYER: i
Clay 2-4% (<0.002mm) [J
silt 4-8% (0.002-0.05mm) [[||
Very Fine Sand 5-10%(0.05-0.15mm) U
Fine Sand 10-25% (0.15-0.25mm)
Med./Coarse Sand 60-70% (0.25-1.0mm) Ly

OULU I Coarse Sand 7-10%(1.0-2.0mm) HI

 

 

 

 

 

 

   
    
  
 

 

{TRANSITION LAYER:

 
 
 

 

 

| Coarse Sand 100% 0.5-2 mm
DRAINAGE LAYER:
oO CO Fine Gravel 100% 2-5 mm

 

 

 

 

 

  

Provide PVC perforated pipe with
diameter as specified in plan.
Minimum 2 off.

 

 

 

 

  

Provide base grade at 0.5

 

'% (1:200)

 

 
 
 

drainage.

   

 

 

Connect subsoil
drainage to stormwater
infrastructure as
specified in plan.

 

VEGETATED BIO FILTER STRIP SOIL SPECIFICATION

 

 

(NOT TO SCALE)

 

         
     

NOTES:
1.

2. Provide "FOREBAY’ made of rocks and pebbles. For

Provide selected plants as to specification of
"Healthy Waterways” http://www.healthywaterways.org/

scour protection. Refer detailed design for area.

MAINTENANCE PLAN

 

The maintenance of the bioretention basin elements involve:

WATER SENSITIVE URBAN DESIGN TECHNICAL DESIGN GUIDELINES FOR SOUTH EAST
QUEENSLAND (Chapter 5, Item 5.6).

Routine inspection of the bioretention basin profile to identify any areas of obvious increased sediment
deposition, scouring from storm flows, rill erosion of the batters from lateral inflows, damage to the profile

from vehicles and clogging of the bioretention basin (evident of "boggy" filter media surface).

Routine inspection of inflows systems, overflow pits and under-drains to identify and clean any areas of
scour, litter build up and blockages.
Removal of sediment where it is smothering the bioretention basin vegetation.

Where a sediment forebay is adopted, removal of accumulated sediment.

Repairing any damage to the profile resulting from scour, rill erosions or vehicle damage by replacement of
appropriate fill (to match onsite soils) and revegetating.
Tilling of the bioretention basin surface, or removal of the surface layer, if there is evidence of clogging.
Regular watering/irrigation of vegetation until plants are established and actively growing.
Removal and management of invasive weeds (herbicides should not be used).

Removal of plants that have died and replacement with plants of equivilant size and species as detailed in

the plant schedule.

Pruning to remove dead or diseased vegetation material and to stimulate growth.
Vegetation pest monitoring and control.

Refer "Water by design" by HEALTHY WATERWAYS.

 

 

 

 

 

HARVESTING
&
RETENTION
2 . TANK
650m q [| LS
ROOF

389m? 5
DRIVEWAY
562m? 5

DRIVEWAY

‘amt

Wt

 

BIO RETENTION SYSTEM BRS3/1

mA
aa
aA

 

BIO RETENTION SYSTEM BRS.3/2

 

ao

WU

 

 

BIO RETENTION SYSTEM BRS 3/3

TREATMENT TRAIN

1. Use LUCERN OR EQUIVALENT for mulching

2. Do not use organic Soils or soil fractions
for filter layer.

3. Provide a suitable irragation system required
for the establishment of the plants and for
use in extended dry periods. Irragation
system shall be supplied from the

harvesting tanks.

4. Do not use any geotextile or related
products between filter and transition or
between transition and drainage layers.

5. Geotextiles may be used in addition to the
impermeable concrete & block surrounds.

6. Provide flush out points for subsurface

 

 

 

 

RECEIVING WATERWAYS

 

 

A

 

500

 

 

 

 

from carpark

raingarden is a garden bed which

uses native plants and free drainage

soils to treat the pollutants formed in

to raingarden

 

50

 

to

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

to stormwater that runs off the driveway Cc ree k
~ and carpark. Raingardens help to
protect our waterways.
y 0
BIORETENTION FILTER & RAINGARDEN MAINTENANCE CHECKLIST
BODY . .
CORPORATE NAME: DATE:
RESPONSIBILITY CENTRE . .
MANAGEMENT NAME: DATE:
OWNER NAME: DATE:
PROVIDE NAME AND DETAILS OF
MONTHLY (CONSULTANT IF APPOINTED:
INSPECTION QUARTER
FREQUENCY 6—MONTHLY
DROUGHT
AFTER_EVENT
INSPECTION ITEMS YES _|NO ACTION REQUIRED

 

 

Overall appearance healthy?

 

Overall appearance clean?

 

Gross litter _on surface?

 

 

Sediment accumulation at inlet?

 

Sediment accumulation on pe

bble surface?

 

Sediment accumulation at pipe outlets?

 

Sediment accumulation in bypass chamber?

 

 

Erosion at forebay?

 

Erosion at overflow?

 

Any other erosion?

 

 

Damage of support structure?

 

Any other traffic damage pre:

sent?

 

Damage to grates and lids?

 

 

Visual plant health ok?

 

Weeds apparent? Weeding required?

 

Watering required?

 

Irrigation functional?

 

Replanting required?

 

Mowing/slashing/pruning required?

 

 

Surface clogging visible?

 

Excess ponding evident?

 

Flushing required?

 

Point of discharge inspected

 

(pit/headwall/swale/creek)?

 

 

 

OTHER
OBSERVATIONS

 

 

SIGNATURE & DATE:

 

 

 

NOTE: A4 COPIES OF THE FORM CAN BE OBTAINED BY CONSTRUCTION HYDRAULIC

rp shr Roof water @
i Dw © ©
Bth
TANK SPECIFICATION IK | | | |
-1—-} saz 4-_] Vo pew 4-- '
TANK SIZE: 10,000 LITRE eng Tt ed foo _ ey.
DESCRIPTION: PRECAST ' LC “I VKNO 4 LEGEND
Be TO 1
i! [- | | “| | | T | SOLENOID SWITCHOVER DEVICE
1
PUMP_ SPECIFICATION i | J | © ¥oev | 2 RARVESTING TAME aE
. | ! y y 4 |REMOTE WATER LEVEL INDICATOR
MODEL ACTURER: TBE mt | | ex | | 5 PRESSURE LIMITING VALVE, 500 kPA MAX,
: || | | | | 1, NO {NO 6 |WATER METER
ty | L Lvl | | 7 | TEMPERING VALVE MAX 50°C
' mee 8 | FILTRATION DEVICE
SWITCHOVER DEVICE SPECIFICAITON lt Heater j a @ | | 9 RAINWATER PUMP
MANUFACTURER: TBC >60'C us NRV —— : NO |NORMALLY OPEN
UFACTURER: @ Kh z . ® NC | NORMALLY CLOSED
MODEL: TBC Hc 2 SI] | Yorvesting | | Vv | BALL VALVE
HWS & | | GV | GATE VALVE
NRV| NON—RETURN. VALVE
RAINWATER FILTRATION SPECIFICATION RW RW DCV| DOUBLE CHECK VALVE
MANUFACTURER: TBC mark "RAIN WATER” NRV GV [sludge zone! |
MODEL: TBC |
1
Stormwater RPB main.
HOT WATER SYSTEM SPECIFICATION System
MANUFACTURER: TBC
MODEL: TBC RAINWATER HARVESTING SCHEMATIC
800
|}~- |

DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.

 

Amd

Description Date

 

For Tender

Issue
For Development Approval X
For Building Approval

Notes Date
11-07-13

For Construction

As Constructed

 

E Hydraulic ::

 

\-

CONTACT:

CLIENT :

Ne

(PROJECT:

Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181

Moffat Beach, QLD, 4551

email: [email protected]

PH: (07) 5491 4333 FX: (07) 5491 4233

MARKRIS FOODS

ARCHITECT :

SOUL SPACE

42 HOFFMAN DRIVE
NOOSAVILLE
INDUSTRIAL DEVELOPMENT

A

DRAWING TITLE:

STORMWATER
QUALITY
MAINTENANCE

 

 

 

 

Design AH. Checked (Ch. Date 11-07-13 Dwg. No. AMD.
SCALE : N/A ON At UNO. 4 Of 4 2783-4 J
RPD:— LOT 3 / FMR LOT 2 SP 222982

 

Document Set ID: 21249132
Version: 1, Version Date: 28/09/2020

Page 6

                                                                                                                              -
                                                                                                             REFERENCED DOCUMENT
                                                                                                                  MCU13/0098.01
                                                                                                                 NOOSA COUNCIL
                                                                                                               24 SEPTEMBER 2020
                                                                                                                              -


            10 September 2020
            BMC21026: 3‐42 Hofmann Drive, Noosaville




            RG Strategic Australia
            PO Box 1818
            NOOSA HEADS QLD 4567

            Attn:     Mr Russell Green

            RE:       3 – 42 Hofmann Drive, Noosaville
                      Traffic Engineering Review of Car Parking Changes

            Dear Russell,

            I refer to proposed changes to the existing car parking layout at 3 – 42 Hofmann Drive, Noosaville, for the purpose of
            installing a new fridge, and your request for a traffic engineering review of those changes. An excerpt of the plan which
            annotates dimensions for the proposed changes is shown in Figure 1.

            Figure 1: Proposed Car Parking Changes




                                                                             2400mm (min) +
                                                                            300mm clearance




            The proposed changes have been reviewed against the Australian Standard for Off‐Street Car Parking (AS/NZS2890.1‐
            2004). In addition, swept path assessment have been undertaken for the 85th percentile passenger vehicle, as defined
            by the Australian Standard, accessing car bay 24. The review has identified:

                     Car parking bays maintain minimum dimensions required by the Australian Standard for long‐term parking,
                      specifically 2.4m (W) x 5.4m (L) accessed by a 5.8m aisle. Indeed, the access aisle is wider than the requirement,
                      and car parking bays 21 ‐ 24 are 2.5m (W), providing increased accessibility.
                     A 0.3m clearance has been provided between car bay 24 and the freezer.
                     As shown at Attachment A, a B85 vehicle can enter parking bay 24 in a single manoeuvre, with minor overhang
                      of the vehicle body over the adjacent landscaping.
                     A B85 vehicle can exit the site in a forward gear from parking bay 24 with one reposition manoeuvre.

            The modified design is therefore appropriate from a traffic engineering perspective.

                                                                                                   Beth Meehan Consulting Pty Ltd
                                                                                                               PO Box 399, Carina QLD 4152
                                                                                t: 07 3398 4649 m: 0410 568 206 e: [email protected]
                                                                                                                         ABN 92 154 627 175
Document Set ID: 21249132
Version: 1, Version Date: 28/09/2020

Page 7

            10 September 2020
            BMC21026: 3‐42 Hofmann Drive, Noosaville




            I trust that the above is clear and assists Council with their review. Should you have any questions, please feel free to
            call me to discuss.

            Yours sincerely,




            Beth Meehan
            Traffic Engineer
            BE(Civil)(Hons), RPEQ # 8373, FAITPM




                                                                                                                           Page 2 of 5


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Page 8

                                                                                                                           B85 Vehicle (Realistic min radius) (20 4)
                                                        B85 Vehicle (Realistic min radius) (20 4)                                                                         B85 Vehicle (Realistic min radius) (20 4)
                      Red Denoted Wheels
          Assumes Overhang of Landscaping
                Blue Denotes Vehicle Body
             Green Denotes 0.3m Clearance


                                       85th%le Passenger Vehicle Access                                                 3-42 Hofmann Dr, Noosaville
                                       Australian Standard Vehicle (AS/NZS2890.1-2004)                                  Drawing No:                                    BMC21026-ATR01 Version:                        1


          (07) 3398 4649
        www.bmctraffic.com.au                                                                       Scale 1:100 at A4   Prepared By: Beth Meehan RPEQ #8373 Date: 10/09/2020
Document Set ID: 21249132
Version: 1, Version Date: 28/09/2020

Page 9

                                                                                                                     B85 Vehicle (Realistic min radius) (20 4)
                                                                                                        B85Vehicle(ReBa8li5stVicehmicle(Realistc
                                                        B85 Vehicle (Realistic min radius) (20 4)              B85 Vehicle(Rineraaldisiutisc)m(2min0inr4ar)addiuiuss))((22004)            B85 Vehicle (Realistic min radius) (20 4)




                                       85th%le Passenger Vehicle Access: 4-point 3-42 Hofmann Dr, Noosaville
                                       Australian Standard Vehicle (AS/NZS2890.1-2004)                                                                                   Drawing No:   BMC21026-ATR02 Version:                        1


          (07) 3398 4649
        www.bmctraffic.com.au                                                                       Scale 1:100 at A4                                                    Prepared By: Beth Meehan RPEQ #8373 Date: 10/09/2020
Document Set ID: 21249132
Version: 1, Version Date: 28/09/2020