Attachment 3 - Traffic Impact Assessment

 

  
     
    

           
        
     
    
    
 
  

OPAL STREET

 

   
 
 

 

   

 

 

SITE ANALYSIS

 

 

 

       

 

 

 
    

 

 

 

 

Big
sin

 

 

| Exist

 

“Pram Ramp

 

 

Existing Cone Féoipath “ue 4 +,

 

 

Easing POR +
Light Pole

 

 

 

ising

Sign

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

       

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

I Bitumen Car Parking \

 

 

 

   

 

 

 

 

 

 

 

 

      
 

 

  

   

 

 

 

 

 

  
  

 

 

 
  
  
 

 

   

 

 

 

 

 

    

 

 

 

 

 

 

 

    
 
 
   
 

        
 
   
    

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LOT 2 ON SP 248165

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BUILDING TYPE - CAR WASH AREA
‘Super Bay - GFA 185.6 M?*
Self-Serve Wash Bay- GFA 86.5 MP*
Auto Bay - GFA 96.6 M?*
WC (in Car Wash Plant Room) - GFA 2.8Me
Take Away Food & Drink Outlet - GFA 31.5 MP
Public Disabled WC - GFA 8.1. MP
Take Away Food & Drink - Seating Area 30.0 M?
Bin Fenced Areas 11.8. MP
Pedestrian Link Footpath Area 96.6 M?
‘Council ‘Road’ Dedication Area 80.4 MP
Site Coverage (ie: Total Rooted Area)graveeui| 823.6 MP
Total Driveway (Non-Roofed) Area 772.0 M*
Excluding Pedestan ink 2
Total Landscaped Area 4 road widening areas 233.3 Mi
Site Area 2,014 MP
Effective Site Area * 1,837 M?
Car Wash Roofed Overall Site Coverage 40.9%
Car Wash Roofed Effective Site Coverage" 148%
Landscaping Effective Site Coverage * 127%
IMPERVIOUS AREAS
Pre Site Development * 1,877.6 MP
(Includes Building Roofed + Driveway Areas) | ='75.0 %
Post Site Development * 1,573.4 M
(Includes Building Roof + Driveway Areas) = 86.9%
Contribution to Stormwater Discharge Post Site 773.9 MP
Development * § (Excl. Building Roofed Areas) = 42.1%

 

 

Therefore, the proposed development will have a 32.9%
reduction (603.7 M? of impermeable area less than the
existing site) in overall site stormwater discharge due to the
proposed underground 2 No. 20,000L Stormwater retention
tanks and large roofed area connecting into these tanks.

 

 

# “Effective Site Area’- the overall site area excluding the
Council Road’ dedication area and ‘Footpath’ allocation

* Allssite areas listed with an **" are based on the Effective
Site Area as described above.

This figure represents the actual contributory Effective
Site Area that will be discharged from the site (je: only the
driveway hardstand area) since all roofed areas will be
connected to underground water tanks and this rainwater
will be used in the car washing process. Therefore this
rainwater cannot enter into the Stormwater system and
hence it is excluded from all Stormwater calculations and
the Post Development impervious contributory area. This
represents a 30% improvement (reduction) in site
stormwater discharge Post-development.

 

PROPOSED
CAR WASH
LAYOUT PLAN

fee Bos SOM
Se | Existing Bus Stop |.*. | 10300
- — 4009, 8300. 4009} Site Boundary 46.262M, 351° 59’
spe (ees Rod outneover = se ef ee
Landscay
ee sole tt t+ e750° 2000
see sleet eee Widening
“50mm high Cone Kerb TS0mm high Gone Kerb T
3 h Shaded areas indicates al
sia ‘Auto Bay 1 | site Landscaping, as per ro Dotted area indicates extent of
Oy Shaded are indeates | Sh? road widening ara, The extent
-( extent ofthe lower Autq Bay _- & material TBC with Counc
5 Entry Canopy root F| ms | Vac Bay 1 _. & material TBC ith Couclto
~ PVC canvas shade B ! ! aa
7] Eistng TW ateas ovat sealing alto Was) ! p
\ J Sse Ey sone . Pay station. 1 Roller Door. ‘Shaded area indicatés -*
j S the extent of the root
hing STW ‘Shaded area indicates approx Ea AL Vacuum Bay/Dog Wash a
a extent of retaining wall, gle rooted area, Vaciieland ig
98 8) 3 a 8 Ce e-
en®), < g i | . \ a
a» 8150 tI \ ] t is.
Sige i i ) -
ekg uouing area for Bs {| Auto Bay 2 (RAI | Vac Bay 2 mo. Hatched area indicates
Existing B3 cone kerb ‘Auto Wash Bays, ‘Auto Wash i I t _. extent of new bitumen
—[S= ay station. IL Roller De f roadway. The extent TBC
tl tt — Roler Doo. pr eal | _- with Council to future
es = = 4 riveway = \ — design
- —} =| 1 .. p
= Cane Kero Drainage | | Re
"(500 8 2 Pit ' Be lm
2 Septire g \ z ze
is q § forage 2 t 8. ES
is 28 3 i { Vac Bay 3 S. iz
< g | 3. Ei
E pot = g { gl | -a- zg
. a (Ore oo) 8) st .
BOS & .
raght Bar H — BI Vac Island _.
Diainage Z f al Hatched area indicated $I a) a. 2
Pl | oot Ouline Over upp evel Pant Room —] | at. s
. i Z1 rooted area. ! 3 ._. 2
a+ 4 4600 Z| s
. il « Wash Bay 1 1 \ ae a
$ 1 oa
; eon 5 = ; ahs .
2 eek & 5 Pate ies dee ett (EAI 1 eam) 1 a... 8
ake oy of waiting car parks or trate ! 1 oa R
a4 s lane marking, typical I, \ os a —
< a : | Directional arrows & text depicts 1g t o = B >
Ss “4 = '& trafic flow for vehicles entering New Sewer iS - % 5
6 2 3 the various carwash areas. Tone = = yy os 8 c =
3 S ~ 2 _. ° s
5 § 5 19 2006." |g
a > $ 18 7 Road }] 2 o O
2 = 2 Wash Bay 2 ! = =]! widening |] & <
& 8 3 -- x oO
: 3 s i 0) Zo
& 3 : (RHI ston Caren - mn
a 1 | main building rooted areas -= c oO
Poa} ; a m
\e sz) StLae 6250 -- ol
! \ 1 17490 2300 11200 | 3500 t Drainage — aoe i D
' t | | Pi Jog {og -+ | oO) >
' a <—~ wash 1] Wash 2 —< oa 5 Zz
' = Driveway = = 9 a9 I ~
! z SA
1 o RRR Ir a - | lm m
H Super Bay 1 — rar . lo
1 5 2 l iz
\ New driveway tobe installed as per Council 8 g & =
3 Dra é S
! Standard Drawings for Commercial driveway. ee 2 TM 2 | Iz
i s 2 iE
\ NewSewer = 2 ° ' 3
\ 3 g \ 8
Man Hol 3 g 2
1 js roadway, with “Exit’ Sign to\face carwash. oO
\ 2 | Signs tobe placed on he sale signpost 1 g
8 Driveway each sie tthe cveway. 3
\ 4+ {s gs
| (ITE) UT 8 s
\ . ‘err LttTt
2.1Mhigh Colorbond or & Drainage | g
| reer sat Fenee Shaded areas indicates ste al ‘Super Bay 2 \, * | :
I wing Gates to Bin Area. Landscaping, as per future al uy) \2 FE)
/ design. 3] \2 t =
ne CT FE 5
! exising a Drainag &
1 wae Shaded area indicates approx a 2
l Meter Bin Area Landscaping extent of retaining wall \ E f g
} a . __ | iS =|_ 5
W = DSOSOG — 180mm high Gone Kerb
\ \__] BSS = 4200,| Troon!
if J. - S —
W\/ Seer ee Ry Y Ky a. | | —
ie 7 Na WpOmm igh Corte Kerb, 7 “uy ses + ‘ : oA 5 Tas 7
. \* as — Fo a Cae Kaa * te a at 3 * a hae A, . aes A staged are Halos approx, . .
| awe an LEONG < , Ce eee * Redestrian,Link Footpath“; ; -, ee |e |e oa
' a es c A Ne a he, Be a 08h Ge 1080 ne ao Be : a 8 i eee
\ 2 _ a : i : P < F 4
'
| Existing Brick Fence ~1.5M high Site Boundary 50.286M, 171° 59° Existing Brick Fence ~1.5M high Existing Brick Fence ~1.5M high
\
i in
. Wein 19400 14600 J
S| | |
4
- 1
sl | P No 5 te
& sn sing
g 1
o |

SCALE 1: 100

 

 

 

 

 

 

 

 

 

 

 

PRELIMINARY DRAWING

NOT TO BE USED FOR CONSTRUCTION PURPOSES

 

 

 

 

 

 

© TMC Building Design Group 2022
© Design Copyright
> Issued For DA Planning Approval 209-2022
1 AP These drawings may not be copied in whole
¢ Issued For Noosa CounelPre-Lodgement Meeting 2 5-07-2021 [orn part without the written consent of TMC
Building Design Group, Any changes
8 Issued For SARA Pre-Lodgement Meeting 162.2021 | proposed by the Client, Councl or the
seubd Foy Nooba Gouncl ProsLodgemen Movin zon |"elevant Planning Approval Authority shall
A 'ssued For Noosa Council Pre-Lodgement Meeting 1312021 _|be reported to TMC Building Design Group
Skt Issued Fo nal Comments 26-11-2020 | authorisation prior to said changes being
ISSUE DESCRIPTION DATE [implemented
REVISIONS

 

TC 16 Sept 2022 10:33 AM - T:\TMC\}2020120-032 Chris King- Cooroy, QLD\Z0-032 DA Prelim V8.DWG

 

 

 

PROPOSED CAR WASH

DEVELOPMENT

COOROY, QLD, 4563

FOR: CHRIS KING & JOANNE HILL

AT: 34 (LOT 4, 5 & 6) ELM STREET,

as

Maiters

National

 

Drawn:

 

Designed:
T. MICHAELS

T. MICHAELS

The peak body for the
building design profession

Member

 

VS

Design TMC | Building Design Group

P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114573

E:mail- [email protected]

 

Scale: 1:100 (A1) Date: SEPT 2022

Issue

 

 

Sheet No: 3 of 4.

 

Job No: 20-032 DA

D