Collated Planning Report · MCU14/0077

 

 

ze ©

existing
street

tree

 

 

 

renGedcd open
St. eage

warehouse
a 5 wre
oye 136.4m2 LO
KN K
| IL4.600
J 0225 "2004
DO (oO
© FFLS5.050 & > FFLS.050

  
 

 

CS

existing
street

tree

PROVIDE ON SITE BIO RETENTION SYSTEM WITH THE FOLLOWING PARAMETERS:

PROPOSED FOOTPRINT AREA: 42sqm

DEPTH OF FILTER LAYER: 400mm

LEVEL OF OVERFLOW WEIR: RL4.520

CONMUNAWN>

EXTENDED DETENTION DEPTH: 250mm

DEPTH OF TRANSITION LAYER: 100mm

DEPTH OF DRAINAGE LAYER: 200mm — 400mm
CATCHMENT AREA HARDSTAND: 806sqm

LEVEL OF SURROUND GOUND: FFL4.570

. SURFACE LEVEL OF FILTER LAYER: FFL4.320

10. INVERT LEVEL OF OVERFLOW CHAMBER: IL3.220
11. MINIMUM REQUIRED FILTER MEDIUM SURFACE AREA: 18sqm (PROPOSED: 22.5sqm)
12. THE WHOLE TRENCH REQUIRES AN IMPERVIOUS LINER

REFER DETAILED DESIGN ON DRAWING 28

‘a
— t

existing
street
tree
EB 60
4
3

64-3

CS

CS

C

exis TING

stre

t

arive

FALL
7.100

\

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

ACCESS HATCH REFER TO:
MANUFACTURER

path
continues

   
 
 
 
  
 

\

FFL4.570

\

REFER TANK ASSEMBLEY

DETAIL

8

OY

1L4.215
Lo

 

 

 

 

 

type 1

FFL5.100

warehouse

 

 

 

 

 

coms
fe
D>

 

 

staff
room

 

 

 

 

 

 

opening

FFLS5.100

trade related sales

 

 

   

auto doors

 

 

TOP OF TANKS RL4.545
BOTTOM OF TANKS RL3.245

EXISTING FIELD INLET
900X900 % REFER VDM
SL4.565
IL2.554
MAKLE GOOD TO BE THE BIO
RETENTION SYSTEM BYPASS
CHAMBER. REFER DETAIL

 

 

 

 

/ 9225 TO
OVERFLOW
IL4.520 \ CHAMBER

driveway \

 

 

 

-+- FFL5.050

NG
STORMWATER PIPE
3
USIL2.554

 

 

 

 

 

foyer

type 4

FFL5.100

showroom

 

flexi desk

 

 

 

ox;

“Ysadled we

 

circulation
space

   

power

 

 

 

 

 

 

 

 

 

 

 

 

$F]

 

 

 

NOTE:

ALL EXISTING SERVICES HAVE BEEN PLOTTED
FROM COPIES OF THE DRAWINGS PROVIDED
BY VDM ENGINEERS AND SHALL BE
CONFIRMED PRIOR TO CONSTRUCTION. ALLOW
FOR ALL COSTS OF SURVEY.

DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.

 

[Amd Description Date

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PO Box 181

Moffat Beach, QLD, 4551
email: [email protected]
PH: (07) 5491 4333

AHSCA

FX: (07) 5491 4233

B_ | NEW ARCHITECTURAL LAYOUT 11-09-14
A_|INVERT LEVEL CHANGED; NOTES CHANGED 03-06-14
Issue Notes Date

For Development Approval] X 21-05-14
For Building Approval x 21-05-14
For Tender

For Construction
As Constructed

E Hydraulic 3:

~ >)

contact: Reinhold Koenning MiEAust RPEQ No 7023

 

 

 

 

 

 

 

 

 

CLIENT :
WILSON CLARK CONSTRUCTIONS
ARCHITECT :
LL COOL ARCHITECTURE J
(PRosect: 10/100 RENE STREET Y
NOOSAVILLE
DRAWING TITLE:
\
STORMWATER
MANAGEMENT
PLAN
Design| RK. | checked | Cro [Date 21-05-14 | Dwg, No. AMD.
\ Scale: 1: 100 ON At UNo.| 2 of 6 2864—-OP2 By

 

 

RPD:— LOT 10 SP 230643