Council Meeting MCU22-0201

 

 

 
  
  
  
 
     
    

 

 

 

  
 
 

 
  
    
 
  
 
   
  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 
 

    

 

 

 
 

 

   
       
      
   

 

 

 

 

 

   
    
 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

  

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
    
   
  
   
   
 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   

 

 

 

 

 

 

 

 

 

 

 
 
 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 
      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

    

 

 

  
 
  
  
 

 

   
   
  

 

 

      
 
   
  
   
 

 

    
  
  
 
 
 

 

  
 

  

 

    

 

 

 
  
   
  

 

 

 

 

 

 

 

    

 

 

 

 
 

 

 

     
   

 

 

       
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

   

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| SITE ANALYSIS
SS
easing BUILDING TYPE - CAR WASH AREA
4 Pram Ramj
Sot ae pened ‘Super Bay - GFA 185.6M°*
"s Existing Cone Footpath ; aan 5
Fae te ences Go sistentie actin s 109 Serve Wash Bay- 5M
* bs then with sia rd = ‘Self-Serve Wash Bay- GFA 86.
7 i fas ie . Auto Bay - GFA 96.6 M2"
5 e
("Site Boundary 46.262M, 351° 59" 1 WC (in Car Wash Plant Room) - GFA 28M
et Take Away Food & Drink Outlet - GFA 31.5 MP
2 [.-. 2000.”
ce ic pas - Setback Public Disabled WC - GFA 8.1.M?
ea Leer - -
7 mniagonciee T “Brim high Cone Kes f — Take Away Food & Drink - Seating Area 30.0 M
ao | ‘Shaded areas indicates - :
re , Gamreaneandia ste Landscaping. ii aaa nls RN Bin Fenced Areas 11.8 M
meee = i a3 road widening area. The extent
/ extent of the lowar Auf Bay « eee & material Ta ‘with Council to Pedestrian Link Footpath Area 96.6 M
PiCcanasstade EMY Ppenrset re ooo future design
a "Auto Wash Council ‘Road Dedication Area 80.4 MP
/ areas over seating Pa aie sion
Sea E , the extent ofthe Excluding
eds me approx. Ex iS Vacuum Bay/Dog Wash Site Coverage (ie: Total Rooted Area) Shave Sai| 845.0 M*
extent of retaining wal 2 2 Is {vacnal
wee 4 3 3 g (ooled area Wacilsiand)} Total Driveway (Non-Roofed) Area 764.0 M?
g 2 Excluding Pedestian in
[ i 5 Total Landscaped Area gosdauening seas” | 228.0M
1
j z 2
r Site Area 2,014 Mi
Gg Boe Saitigane BI ie | Auopay2 [TR Vac Bay 2 Hache area indcates
Existing 83 conc kerb ‘Auto Wash Bays “Auto Wash i extent of new bitumen Effective Site Area* 1,837 M?
= ay sation. i es roadway. The extent TBC
1 2 one tofu Car Wash Rooted Overall Site Coverage 42.0%
eG — —---7+-----—= = r.
Tone Kerb a a = ae = Q Car Wash Rooted Etfective Site Coverage" 46.0%
t Drainage z
gS t | il e Landscaping Effective Site Coverage * 12.4%
5 ~ Secure I a in =
5 g| Boorse, a iS IMPERVIOUS AREAS
2 ae | reel ar i Samer
2 312 3 2 ve
g P| oc 3 P {Includes Building Roofed + Driveway Areas)
€ : = S 8
5 \ SS te store Room |t__If g| 5 Post Site Development”
= : Z Store Room \is we | | 2 (Includes Building Roof + Driveway Areas)
Z| \ ral, fore Room | Height Bar | Oey | z Vac Island Contribution to Stormwater Discharge Post Site
3 a E=k ta 3 eo & Separsioiaea| i 5 ee | 2 Development * § (Excl. Building Rooted Areas)
3 i 3 =
é ih ge - Ht Pi “Bool Ouiine]Over 7 T 3| Therefore, the proposed development will have a 35.4 %
5 \ ~ L Sipe an ggg 3 g reduction (650 M? of impermeable area less than the existing
2 | : al 9 aos 4100 ies Z| 5 site) in overall site stormwater discharge due to the proposed
1 2 |} Disabled |] git |, Wash Bay 1 g 8 underground 2 No. 20,000L Stormwater retention tanks and
F { WG a 8 a I 1 3 large roofed area connecting into these tanks.
t 5 1
Lu ? st acacia bisa (ETM | 8 5 7 he ovral se area excbaing he
Ww \ g a ines lcereriials aaa n 0 ation area and ‘Footpath allocation.
oc | im Hey od . z | 8 _(=o All site areas listed with an ** “are based on the Effective
«|! = f ig 5 al) > Site Area as described above.
I g| i 2 ea 8 ly New Sewer 2 a 8 d 5 This figure represents the actual contributory Effective
s| | 8 +} =] 8 Wan Hole 77 7 3 iS ° = Site Area that will be discharged from the site (ie: only the
WM g|1 zs = B 3 io | 6 jae s ia driveway hardstand area) since all roofed areas will be
al) 5 at z 2 Wash Bay 2 " _||7-Road-"]1 2 g O connected to the oversized (double capacity) underground
2) | f : tafe fw for veces tring s ey Pt | - Widening 113 water tanks and this rainwater will be used in the car
j an sh = a
B\ Ay {he variove car wach areas. 3 ‘Shaded area indicates <iaaean | 8 z washing process. Therefore this rainwater cannot enter
x a 2 extent ofthe Car Wash | z into the Stormwater system and hence itis excluded from
\ F main building roofed areas. Cc oO all Stormwater calculations and the Post Development
ao Ween : : | g impervious contributory area. This represents an ~35%
— z = 2300 y a improvement (reduction) in site stormwater discharge
Oo | 3 3, | |_szamais
' \ 17490 2
| x
1
| Driveway Zz
t 4
|
\ m
= |
| \s sl |
i ‘New driveway to be installed as per Council iS 3
i ‘Standard Drawings for Commercial driveway. \3 2 | i
\ ! 5
' 6 1
{
\ i 3
\ i al ‘Standard approved "No Entry" sign to face —
\ 1 | | roadway, with "Exit" Sign toface carwash.
1 i ( | ‘Signs to be placed on the samye sign post '
' | L is Driveway leach side ofthe driveway.
\ | \ } /
{ 3 /
| ! sf i / \
1 a BM igh Clore a 2| ; { Drainage g
| imbar slat Fence a e = Pi &
i ‘Swing Gates to Bin Area. traded ess ncaa me § I ‘Super Bay 2 , | iS
1 # Landscaping, é | . a
| Connect to existing $ JL, Drainage z :
| al py z mn :
1 GhanterPhin ‘Shaded area incicales approx.
accordance with Cou Bin Area extent of retaining wal
Standard drawings. |
t\. ] 150mm high Cone Ker
Bes
| sig Seve
Manta TC,
i . Exo} - z ss = ws = Jf
| me Existing Brick Fence ~1.5M high Site Boundary 50.286M, 171° 59' Existing Brick Fence ~1.5M high Existing Briex Fence -1.5M high
' ' f I |
t 16300 19400 ~14600 | CAI 4 WA
| \ |
§| |
S| | \
' N |
| | ca 0.9 or | LAYOUT PLAN
I , ‘ a
2 Bitumen Car Parkin {
1 $ \ LOT 2 ON SP 248165 '
2! | f
a} | ‘ | SCALE 1: 100
\
"Aadtional On Ske Relenton/Detention Tank added 2012-2023 [© TMC Building Design Group 2023 4
Bulsing root Tres updated & extended. Takeaway cule window!doors, © Design Copyright > ee, “eee
ea aera ee | wee [Freedom my rtoecpecnwnae|| ISSUED FOR PLANNING APPROVAL PROPOSED CAR WASH + A SLOTS 8 ae EC eTREET, = a
ieee For OA lan towers Faw mmae_|9"" part without the weiten consent of TMC NOT TOBE USED FOR CONSTRUCTION PURPOSES FPRVPVOEL AN Wor COOROY, QLD, 4563 oe TMC | Building Design G
Building Design Group. any changes D uilding Design Group
caved For Noosa Gounel Pre Lodgement Mooing2 sarcoet | sropscad by ihe Glow Gounod or the TAKE AWAY FOOD & DRINK esign 1 \ ne
Taaued For SARA Pre Lodgement Meeing 7622001 [relevant Planning Approval Authority shall SAE OATES EE Eee FOR: CHRIS KING & JOANNE HILL Matters °°? Jona. IC, 9981. Phone No. 0416 11
Tesued For Noosa Counel Pre-Lodgement Meating Je evanton por sad changes being OUTLET : 4 E:malt- [email protected]
Tssued For intial Comments 26-11-2020 | authorisation prior to said changes being MYUILEL National ‘Scale:1:100(A1) _[Date: DEC 2023 Issue:
. - The
1SSUE DESCRIPTION DATE Drawn: Designed: ‘balding design profession F
REVISIONS To 20 Dec 2023 10-35 PH TTMCI202120-082 Gris King-Cooroy, QLO20-092 DA Rev DG T. MICHAELS T. MICHAELS ilonber Sheet No: 3 of 9. |Job No: 20-032 DA