Collated Planning Report · MCU14/0077

 

 

NOTE:

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

 

 

 

 

  

   
   
   
   
   
   
 
 
  
  
   

 

 

 

 

 

   
  
 
    
  
 
 
 
 
   

  
 

 
    
    

  

 

 

 

 

 

 

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PROVIDE ON SITE BIO RETENTION SYSTEM WITH THE FOLLOWING PARAMETERS: \ \\
1. PROPOSED FOOTPRINT AREA: 42sqm \ \\
2. EXTENDED DETENTION DEPTH: 250mm \
3. DEPTH OF FILTER LAYER: 400mm
4. DEPTH OF TRANSITION LAYER: 100mm
5. DEPTH OF DRAINAGE LAYER: 200mm — 400mm s\
6. CATCHMENT AREA HARDSTAND: 806sqm | peovos exes cureR wrt \\
7. LEVEL OF SURROUND GOUND: FFL4.570 TMINMUM CROSS SECTON AREA \ \ \\
8. LEVEL OF OVERFLOW WEIR: RL4.520 | | \\
9. SURFACE LEVEL OF FILTER LAYER: FFL4.320 ) 115 ePri \ | \\
10. INVERT LEVEL OF OVERFLOW CHAMBER: IL3.220 (AP) 9150 os (dp\%150 | /dp\ 9150 (Gp) 2150 driveway \ \ \ \\
11. MINIMUM REQUIRED FILTER MEDIUM SURFACE AREA: 18sqm (PROPOSED: 22.5sqm) 8 “Storage 7 6 5 \ | \ \|
12. THE WHOLE TRENCH REQUIRES AN IMPERVIOUS LINER — \ | LO
MINMUN. CROSS SECTION AREA: r ° 6 ' . ——
REFER DETAILED DESIGN ON DRAWING 2864-3 For DAIPLE: ROMIDE VALLEY OVE EAVES GUTIER WITH
220 wot fa 100 FAL MO CROSS SECTION AEA
% . "Ne OfPTH SPITTER TO OPS fe EAMPLE:
(dp 9150 0150 /ap\ Ineo 38 be
v SV Si (9150 /ap\ 9150
ir € 2 As |
SS path
>y1< in ¢ A \
exis TING continues UN WN
V4 2
— stree ZN :
a oxistin 1 a] B?lfall | i s 3° fall :
€ IS TING . .
CXIS TING EXISTING FIELD INLET 9 ra) © f eo @) ey
Y 900X900 % REFER VDM © TW n ° © 9 © °
+ree SL4.565
SUPeCE t 1L2.554
to . 4 MAKLE GOOD TO BE THE BIO
eCxXIS tine Ure? RETENTION SYSTEM BYPASS LJ LJ LJ
~~ CHAMBER. REFER DETAIL
< >
EXISTING
STORMWATER PIPE
9375 RCP
USIL2.554
FFL4.570
ACCESS HATCH REFER TO
MANUFACTURER A
\ \ \
PROVIDE ON SITE STORAGE \ \
FOR PEAK FLOW MITIGATION. \ \
PROPOSED ARE 2 off \ \
CONCRETE, TRAFFICABLE \\
TANKS BELOW SLAB WITH AN \
EFFECTIVE STORAGE VOLUME \
OF TOTAL 10,000L 4225 TO \
REFER TANK ASSEMBLEY OVERFLOW \
DETAIL CHAMBER \
8 TOP OF TANKS RL4.545 1
BOTTOM OF TANKS RL3.245 1
DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
| Amd Description Date
driveway \ | |
\ \
| |
fenced i \ | \
3 \ \
al | |
H | |
“ | |
‘open use’ ° \ \
© | I
£ oo
14 —
warehouse
DT B_ | NEW ARCHITECTURAL LAYOUT 11-09-14
L oy A_| INVERT LEVEL CHANGED; NOTES CHANGED 03-06-14
OK 136.4m2 we WA Issue Notes Bete
“ “ For Development Approval] X 21-05-14
| For Building Approval x 21-05-14
IL4.600
#225 1:200: $225 1:200 0225 1:200 14.215 For Tender
| | | Lo For Construction
OO ( As Constructed
auto doors | 13 .
ad leh
E !
opening i +) FFLS.050 \. Hy raulic 1
I I I I I I I
office " N
contact: Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181
Moffat Beach, QLD, 4551 AHSCA
foyer email: [email protected]
> ~ PH: (07) 5491 4333. FX: (07) 5491 4233
\ CLIENT :
SS WILSON CLARK CONSTRUCTIONS
. 7 ARCHITECT :
ope ype 4 COOL ARCHITECTURE
FFL5.100 FFL5.100 FFL5.100 flexi desk ~ <|
exi des .
warehouse trade related sales showroom PROJECT: 10/100 RENE STREET
NOOSAVILLE
|| DRAWING TITLE:
= \
te) OF ROOF & SITE
~e bled l] STORMWATER
\sable: wc
) \ L] DRAINAGE
_—
= circulation
fo space
! Design RH, Checked | Ch [Date 21-05-14 | Dwg, No. AMD.
powedal \. Ji \ scat 1: 100 ova uno| 2of4 | 2864-H2 |B |
com plumbing |
cub we || Ws RPD:— LOT 10 SP 230643