Response to Council's Information Request · MCU14/0077

 

NOTE:

FOR ALL DETAILS OF RETENTION AND STORMWATER
TREATMENT REFER TO OPERATIONAL WORKS DRAWINGS.

 

PROVIDE ON SITE BIO RETENTION SYSTEM WITH THE FOLLOWING PARAMETERS:

 

      

   

  

 

 

  

 

 

 

 

 

 

 

 

 

  
 
     
  
  
   

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
 

 

 

 

 

 

 

  
 
 
  

 

 

 

    

  
   
   

 

 

 

          

  
  
 

    

  
   

   

     
 
   
 
    
    

        
      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1, PROPOSED FOOTPRINT AREA: 60sqm
2. EXTENDED DETENTION DEPTH: 250mm
3. DEPTH OF FILTER LAYER: 400mm
4. DEPTH OF TRANSITION LAYER: 100mm
5. DEPTH OF DRAINAGE LAYER: 200mm — 400mm \
6. CATCHMENT AREA HARDSTAND: 806sqm | enovoe eiie$ ourreR wre
7. LEVEL OF SURROUND GOUND: FFL4.570 Tua GROSS SECTION AFA \
8. LEVEL OF OVERFLOW WEIR: RL4.520
9. SURFACE LEVEL OF FILTER LAYER: FFL4.320 ) ii Dems | |
10. INVERT LEVEL OF OVERFLOW CHAMBER: IL3.220 (@) 9150... (ap\%150 | /ap\ 0150 (Gp) #150 siveney | | | \\
11, MINIMUM REQUIRED FILTER MEDIUM SURFACE AREA: 32sqm (PROPOSED: 32sqm) te vives” Vey \s7 | | | ||
12. THE WHOLE TRENCH REQUIRES AN IMPERVIOUS LINER over twes curse wri —~ | | |
MINIMUM CROSS SECTION AREA: ' ° ° © 14 ~~
REFER DETAILED DESIGN ON DRAWING 2864-3 oe Bales: PROWDE VALEY vor EAVES GUTTER WH
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OVERFLOW CHARGOING SECTION AW \ \\
LEVEL OF IL4\320 AULESS\ AAICM mere 1: \ \
MANUFAGTURER \ \\
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PROVIDE ON SITE STORAGE \ AA \\
FOR PEAK FLOW MITIGATION. 1 x \ \\
PROPOSED, ARE 2 off y \ \ \
| #225 CONCRETE) TRAFFICABLE) | OveRrLOWe \ _ \\
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TOP OF TANKS RL4.545 \ %
BOTTOM OF TANKS RLS.245 4 DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
¢ y~ | VJ QO a FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
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4 ‘Amd Description Date
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° ~ 14 C | NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI 15-10-14
bol B | NEW ARCHITECTURAL LAYOUT 11-09-14
¥ y 5 A INVERT LEVEL CHANGED; NOTES CHANGED 03-06-14
Ke Ke & 4 z Issue Notes Date
\ “ z * share 2 For Development Approval X 21-05-14
i ildi x 21-05-14
\L4.600 IL4.215 zone For Building Approval
$225 1:200 @225 1:200 225 1:200 “a @225 1:200 For Tender
| | | } | For Construction
Lo | a ie ~~ ~~ a TY As Constructed
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aY contact: Reinhold Koenning MiEAust RPEQ No 7023
O VY Cr PO Box 181
4 Moffat Beach, QLD, 4551
4 email: [email protected]
TV Dp oO Z z PH: (07) 5491 4333 FX: (07) 5491 4233
ML — CLIENT :
trade related sales showroom 4 FF15.050 WILSON CLARK CONSTRUCTIONS
ARCHITECT :
LL COOL ARCHITECTURE J
(Proect: 10/100 RENE STREET Y
NOOSAVILLE
| DRAWING TITLE:
ROOF & SITE
- U STORMWATER
\ DRAINAGE
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staf T, 7 | LL 1 —_ one, § Design ReH. Checked (Ch. Date 21-05-14 Dwg, No. AMD.
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