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:

PROPOSED FOOTPRINT AREA:
EXTENDED DETENTION DEPTH:

DEPTH OF TRANSITION LAYER:
DEPTH OF DRAINAGE LAYER:

CONDARWN>

CATCHMENT AREA HARDSTAND:
LEVEL OF SURROUND GOUND:
LEVEL OF OVERFLOW WEIR: RL4.520

. SURFACE LEVEL OF FILTER LAYER: FFL4.320
10. INVERT LEVEL OF OVERFLOW CHAMBER:

60sqm
250mm

DEPTH OF FILTER LAYER: 400mm

100mm

200mm — 400mm
806sqm

FFL4.570

IL3.220

 

      
 

 

    
 
 
 

    
    
  
    

 

 

  

 

 

 

 

 

 

 

| |
(@\0150,...,,., (#150 |7ap\o150 (Gp) 9150 sive | | | \|
11. MINIMUM REQUIRED FILTER MEDIUM SURFACE AREA: 32sqm (PROPOSED: 32sqm) 8 siege 7 6 5 | | | \\
12. THE WHOLE TRENCH REQUIRES AN IMPERVIOUS LINER ~~ | | Lo
MINIMUM GROSS ‘SEETON AREA: " ‘ ® “ —
REFER DETAILED DESIGN ON DRAWING 2864-3 ES pgowne YALEY MOF EAVES GUTTER wr
d 2a es rom St
(dp 9150 0150 /ap\ Ineo 38 be
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existing continues JAI Wr
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1 exis tine :
EXISTING 900x900 J REFER VOM g 9 o pI a Pp eo
tree SL4.565
street 1L2.554
Cet 4 MAKLE GOOD TO BE THE BIO
CKIS TING Uree RETENTION SYSTEM BYPASS L L [|
Y CHAMBER. REFER DETAIL
< >
EXISTING
STORMWATER PIPE
0375 RCP
USIL2.554
FFL4.570
| NEW HI-FLOW BYPASS
RISE 9225 TO / A
OVERFLOW CHARGOING | Steven AnGFER TO DETAILEL \\
LEVEL OF IL4\320 | ALLEDS\ MAILM neren 1 \ \
| MANUFACTURER \ \\
\
\ \ \
PROVIDE ON SITE STORAGE \\
FOR PEAK FLOW MITIGATION. \\
6295 | PROPOSED, ARE 2 off 10 6295 \\
| CONCRET TRAFFICABLEC \ OVERFLOW! \\
I TANKS BELOW SLAB WITH AN CHAMBER A. \\
| EFFECTWE STORAGE VOLUME PROVIDE) 240! WIDE\
FA OF TOTAL 10,000L ENCH’ GRATE AN
7100 | REFER TANK ASSEMBLEY DISCHARGE. DIRECTL
| | DETAIL TO TOP-6F I \
| TOP OF TANKS RL4.545
| BOTTOM OF TANKS RLS.245 DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
( OQ > | VJ CP \ OC FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
Fenced | TWO y
ee l [Amd Description Date
/ /
\
ODeN USES |
InN ?DRD ly \ ¢ >
Or CNOUSE |
| 1 / 16
| ° C_| NEW ARCHITECTURAL LAYOUT; RESPONSE TO RFI |15-10-14
bol B | NEW ARCHITECTURAL LAYOUT 11-09-14
vy | ] A_|INVERT LEVEL CHANGED; NOTES CHANGED 03-06-14
OK vy | 4 Zz Issue Notes Date
“ | iz * S h are 2 For Development Approval] X 21-05-14
r w For Building Approval x 21-05-14
IL4.600 | 1L4.215 Zone
225 1:200. 9225 1:200. 9225 1:200 “a 225 1:200. For Tender
| | | A a) For Construction
nnn 4 YF a TT As Constructed
7 ( fo ( c l | [ } \ s Constructe
-© FFL5.050 é ld | & > FFLS.050 y |
u
© ® ® ® @ | \ 13 "
| @ \ &) ie
!
| ens.0s0 Hydraulic «
O Dp e n | q Q I I I 2 I ¢ : I ®
C/xKeS ~ - Y~ . . Y
f O y er | contact: Reinhold Koenning MicAust RPEQ No 7023
& PO Box 181
Moffat Beach, QLD, 4551 AHSCA
im 4 email: [email protected]
TY Dp oO Z z PH: (07) 5491 4333 FX: (07) 5491 4233
ML — CLIENT :
— _ \]
trade related sales showroom Lo Fri5.050 WILSON CLARK CONSTRUCTIONS
l] ] ARCHITECT :
| LL COOL ARCHITECTURE J
/ (Proect: 10/100 RENE STREET Y
| ] NOOSAVILLE
|| | / DRAWING TITLE:
/ ROOF & SITE
; H / STORMWATER
\ | DRAINAGE
~ \ wy, 7 power If {
SA — y - lumbi f
staff | LK —— penning i Design] HH. checked] Ch [Date | 21-05-14 | Dwg. No. AMD.
sink / } ~ 1 AL LIE tucker
room sO vv / Flexi desk] office box | \ Scale: 1: 100 on At u.N.o.| 2 Of 4 2864-H2 Cy
g — /
COM A | RPD:— —- LOT 10 SP 230643
O (\ OY ian i

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 
  
 
     
 
 
 
        

 

     

  
 
  
   
 
    
     

  
 
    
        
    
  
 

 

 

 

 

 

 

 

 

 

 

 

 

  

  

3 \

| PROVIDE EAVES GUTTER WITH
TMINIMUM CROSS SECTION AREA:

115 DEPTH