LATE RFI Attachment 5 - Advice from Traffic and Transport Plus

 

   
  
 
 

   
 

     

   
 

OPAL STREET

4

Exiting
Sin

O C

7] Basing STW
\ | Side entry Pit

   

ising STW
nPit
98

  

Baistog =
ec iE)

®

 

ing ee
Subsiton
Existing B3 conc kerb

 

 

 

 

 

 

 

 

 

 

 

  

 

 

     

 

 

 

 

     
     

  
   
 

 

 
   

 

 

 

 

 

 

 

 

 

 

  

 

 

  
  
  

     

      

    
  
   

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 
 
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

  

 

 

Existing Spoon Drain

 

 

 

 

A

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 
    
 

 

 

Bitumen Car Parking

Existing Spoon Drain

$astor

 

 

y

Now driveway to be installed as per Council
Standard Drawings for Commercial driveway.

  

 
       

Water
Meier

 

   

 

 

 

 

 

 

 

 

 

 

 

     
 

 

 

 

   

 

 

 

 

 

 

 

 

 

     
     
     
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 
  

 

 

 

 

 

 

 

 

 

 

 

 

  
  
 
 
 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

  
   

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

J Pole

 

LOT 2 ON SP 248165

N

| SITE ANALYSIS
——— SLULDINIPTp canwasa. (anes
Sn Ne 2
enn a | Ee Fa e pr O: eM
— : sin — -—a__
to a : Self-Serve Wash Bay- GFA 86.5 M’*
Existing Cone Féotpath “as 94 +,
T0586. st 2 Auto Bay - GFA 96.6 M2"
‘
00g, 8300. Meter 1909] Site Boundary 46.262M, 351° 59' WG (in Car Wash Plant Room) - GFA 28M
Ves = FodOuineGwe = 2 ie gp ee Take Away Food & Drink Outlet - GFA 31.5 M?
cL Ba 000 550 J |. 2000
en ee = Public Disabled WC - GFA 81M
Sbteadk
Ao Zhe ee 224 Widening
- Take Away Food & Drink - Seating Area 30.0 MP
150mm high Conc Ker T 0
L Shaded areas indicates al 5
‘Auto Bay 1 | site Landscaping, as per ro Dotted area indicates extent of Bin Fenced Areas 118M
Shaded area indicates he | She? 7 toad widening area, The extent 7
extent ofthe loner Auta Bay [] « | oe & material TSC with Council to Pedestrian Link Footpath Area 96.6 Mi
eve ade EY Canopy rot Bi ms | ey -- future design
wees overeat e ‘Auto Wash I a0 Council 'Road' Dedication Area 80.4 M?
sone 0 . Pay station. jd — Roller Door. Shaded area indicates ao
S ! the extent of th aaa Excluding
Shaded area indicates approx. El AL . Vacvum BayiDog Wi sh 3° Site Coverage (ie: Total Roofed Area)snade sail 823.6 M?
extent of retaining wal, e| rooted area, (Vac Island) a
8] 8 a 8 Waciisiand)) iS . Total Driveway (Non-Roofed) Area 772.0 Me
g i 2
bd it I : Total Landscaped Area a road widening areas, 233.3 Mi
8150 i | is.
al & tt I — Site Area 2,014 Me
Quouing area for PUD | AutoBay2 [TTT BMTTIL| | ! Vac Bay 2 an Hatched area indicates
Auto Wash Bays fem W i ! _. one “ew aE Effective Site Area * 1,837 MP
ay station i IL poterb / . roadway. The extent
uN 1 feler Door i —— ee with Council to future Car Wash Roofed Overall Site Coverage 40.9 %
Es ia —L-S Ly Driveway = 1 -- design
t a
Z . —1 =) 1 .. Q Car Wash Roofed Effective Site Coverage" 44,8 %
one any Drainage
| l : 3
‘1500 S 2 Pit ' . &. 3 Landscaping Etfective Site Coverage * 127%
ectire & z
8 foragé g \ ss B
s g 5 f Vac Bay 3 B 2 IMPERVIOUS AREAS.
E = 2 g ol | 2 2 Pre Site Development * 1,377.6 M
= g Bt e (Includes Building Roofed + Driveway Areas) _| ='75.0 %
p' fore Roos 8} By _ Post Site Development * 1,573.4 Me
e el _. (Includes Building Roof + Driveway Areas) = 86.9%
eight Bar | S| Vac Island .. Contribution to Stormwater Discharge Post Site 773.9 MP
Diginage Hatched area indicated 3! Ce _ .. 2 Development * § (Excl. Building Roofed Areas) = 42.1%
Pi | Foot Outne Over A ‘et level Plant Room 4 =| Sia- - e Therefore, the proposed development will have a 32.9%
roofed area. ! 3] --: 3 reduction (603.7 M? of impermeable area less than the
q| 4600 1 8 § existing site) in overall site stormwater discharge due to the
| ' Bll. - 5 9 9
a Wash Bay 1 ! 1 gi|k. . a proposed underground 2 No. 20,000L Stormwater retention
= 1 \ t ally. IS tanks and large roofed area connecting into these tanks.
= i 1 ' a
5 Painted lines define extent EA 1 oer | t Si > - 8
wv of waiting car parks or traffic ; / ! _- i O # “Effective Site Area"- the overall site area excluding the
s lane markings, typical 1, 28 3 |= Council Road’ dedication area and Footpath’ allocation
= Dclonal aroma & txt pita 1% _. s B) YS J J alrsite aroas tisted wih an** are based on the Etfective
= thats carnashares. ow Some ie 8 a] S| |, setae artet ce
CS Man Hole . 1s _. ® = $ This figure represents the actual contributory Effective
3 ig FFL 2005- IS = Bro are atu be desrenged tom tne oe lesen the
= 2 Wash Bay 2 7 _. Wisening g z driveway hardstand area) since all roofed areas will be
8 s .. 2 o| Zo connected to underground water tanks and this rainwater
§ g 1] ~ Shaded area indicates _. 1 m will be used in the car washing process. Therefore this
2 1] main buiding roofed areas . a hence it is excluded from all Stormwater calculations and
al 1 6250 |E og the Post Development impervious contributory area, This
v0 200 ‘100 |_| soo * — -. [|| sueunsaszinpevenet feito nse
. ; | Pi Joos Ee Dog NI -- | Oo) & wi a pment
a {Wash 1} Wash 2 a9 5 Zz
g Driveway -- ' ~
a y ee Cana | Be: ; op om
Super Bay 1 — wee ee . i
2 : 2
it g 3 2
NewSewer 8 ° \ ! lg
Man Hol 3 & 2
s ano’ é Standard approved ‘No Eny" sign to face —} | 8
js roadway, with “Exit’ Sign to\face carwash. oO
2 Signs tobe placad onthe sage signpost 1 g
ry Driveway each side of the driveway. \ 5
eT nid a ; °
2.{Mhigh Colorbond or & Drainage | Q
timber slat Fence & Shaded areas indicates site al | Pit |
Swing Gates to Bin Ara. Landscaping, as per future al Super Bay 2 \2 a
design. | \2 ' =
sa qm COAT i: :
Existing Shaded area indicates approx. ‘pa 8 \2
extent of retaining wall. \ | *
| 150mm high Cone Kerb
=a OS Ss CPDF OA a al | Uo T7p00
& rs Sea en Co Kena 4 a ee A ey * . Se ere” ‘ . wt staged area cae approx. | ae
vi Me 8 ole NT * . eee | Saber rea : Pedestrian Link Footpath“. 2 -, oma Nes -| POE sit site eee
a es < AO a Ne aaa ees gos . Bey a a ee ta a te a ST Fs aia,
Site Boundary 50.286M, 171° 59° Existing Brick Fence ~1.5M high Existing Brick Fence ~1.5M high
se CAR WASH
ony No. 5 cs

 

 

~14600 |
|
1
1

     
      
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LAYOUT PLAN

 

 

 

 

 

 

 

 

 

© TMC Building Design Group 2022
© Design Copyright

 

 

 

 

 

 

 

 

> Issuod For DA Planning Approval 209-2022
Fro eae ON natbe coiedin note] | PRELIMINARY DRAWING
¢ Issued For Noosa CounelPre-Lodgement Meeting 2 5-07-2021 [orn part without the written consent of TMC .
: 8 @ gui part wiht he writen conse NOTTO BE USED FOR CONSTRUCTION PURPOSES PROPOSED CAR WASH COOROY, QLD, 4563 Design TMC | Building Design Group
seve Pera ret ecgement eet EAEE' {Proposed by the Client, Councilor the DEVELOPMENT Ig P.O. Box 3494, Momington, VIC, 3931. Phone No. 0416 114 573
Jevant Planning Approval Authority shall .
A Issued For Noosa Council Pre-Lodgement Meeting 131202 ee torted te TMG Building Design Group ee FOR: CHRIS KING & JOANNE HILL Matte rs E:mall- [email protected]
Skt Issued For Initial Comments 26-11-2020 | authorisation prior to said changes being National Scale:1:100(A1) _ [Date:
ISSUE DESCRIPTION DATE _ implemented. Drawn: Designed: tunding desea rofeesion
REVISIONS. TO 16 Sept 2022 10:38 AM TATMCI202020-032 Chris King- Cooroy, QLD120-082 DA Prelim V8,WG T. MICHAELS T. MICHAELS Member Sheet No: 3 of 4.

 

 

 

 

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

SCALE 1: 100
&

 

SEPT 2022 Issue:

 

 

 

D

 

 

 

 

 

ob No: 20-032 DA