Referenced Documents - MCU13 0098.01 · MCU13/0098.01

Document Set ID: 21249132
Version: 1, Version Date: 28/09/2020


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N SITE, ABOVE GROUND COMBINED
HARVESTING/RETENTION TANK WITH TOTAL
VOLUME OF 22,500 LITRES. _
12,000 LITRE FOR RETENTION S00 HI FLOW BYPASS
2000 10,500 LITRE FOR HARVESTING LOCATED UNDER BIO
, RETENTION SYSTEM AND
#300 HI-FLOW BYPASS BRS (NOT CONNECTED TO SYSTEM =
SHOWN FOR CLARITY) BYPASS CHAMBER AT a
#90 LO-FLOW CHARGE ON TOP OF BRS INVERT. 4
90 LOW-FLOW MITIGATION & 00sq OVERFLOW AND HIGH
DRAIN DISCHARGE TO TOP 5 FLOW BYPASS CHAMBER,
tet ON SITE, ABOVE GROUND COMBINED —~ | 12,000 LITRE Coin APPROVED FLAP # ee ES AND TINGED
HARVESTING/RETENTION TANK WITH TOTAL RETENTION VOLUME VALVE. CHARGE ON TOP OF a ELEVATED GRATE.
VOLUME OF 22,500 LITRES. | ~e GRAVEL MATTRESS FOR a
12,000 LITRE FOR RETENTION ——— Ww
SCOUR PROTECTION.
10,500 LITRE FOR HARVESTING zZ
%300 HI-FLOW BYPASS BRS E
o —FLOW CHARGE ON TOP OF BR 10,500 LITRE a5
90 LO-FLOW CHARGE ON TOP OF BRS HARVESTING VOLUME S
wo
TYPICAL: 5.250N 5.300
9100 SLOTTED PVC WITH &
CLEANOUT TO SURFACE
USING SCREW CAP.
4.400 4.300
_ | e 4.100
600 FILTRATION LAYER:
3.700
100 TRANSITION LAYER.
200 DRAINAGE LAYER
300 TO LAWFUL POINT OF
DISCHARGE
BIO RETENTION SYSTEM BRS 3/1
LONG SECTION
SECTION
SCALE 1 20
BIO_RETENTION SYSTEM _A_NOTES
CATCHMENT: ROOF 1800m?
¢ FILTER MEDIUM AREA: 45m?
* FORE BAY AREA: 1.5m?
* PROVIDE 100 SUBSOIL DRAINAGE WITH
CLEAN OUT POINTS AS INDICATED ON
PLAN.
Oo
Oo
Q 5.300
SN
N 000
ILTER MEDIUM SURFACE AREA WITH DENSE THE ENTIRE BRS TO BE. ——*"
PLANTING. FOR DETAILS OF SELECTED PLANTS SUCH WRAPPED IN GEO TEXTILE
AS GRASSES, SHRUBS AND SELECTED TREES REFER 4.300
TO LANDSCAPE ARCHITECTS PLANS. 600 FILTRATION LAYER:
ee. D SL3.500 c CHITEC 4.100 DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
, 100 TRANSITION LAYER FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
200 DRAINAGE LAYER O aS (amd Description Date
%300 TO saawsrer Bens
CHAMBER
BIO RETENTION SYSTEM BRS 3/1
CROSS SECTION
250 WIDE BATTER SURROUNDING BIO RETENTION SYSTEM.
ee BATTER SHALL BE PROVIDED WITH ROCKS AND DENSE SECTION
e PLANTING. FOR SELECTION OF PLANTS SUCH AS A
MIXTURE OF GRASS, SHRUBS AND SELECTED TREES REFER SCALE 1: 20
TO LANDSCAPE ARCHITECTS PLANS. :
Issue Notes Date
For Development Approval X 11-07-13
For Building Approval
NOTE: For Tender
: For Construction
IDENTICAL CONSTRUCTION PRINCIPLES Me Conctractea
E Hydraulic 3:
I
4 . .
contact: Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181
Moffat Beach, QLD, 4551
email: [email protected]
PH: (07) 5491 4333. FX: (07) 5491 4233
CLIENT :
00sq HI-FLOW BYPASS AND MARKRIS FOODS
TRANSFER CHAMBER, CONCRETE WITH
ELEVATED GRATE AND WEIR AT ARCHITECT :
SLS.250 SOUL SPACE
yy J
(PRovect: 42 HOFFMAN DRIVE Y
NOOSAVILLE
INDUSTRIAL DEVELOPMENT
DRAWING TITLE:
300 SYSTEM OUTFLOW
DIRECTED TO LAWFUL STORMWATER
POINT OF DISCHARGE
QUALITY
DETAILS
=|>
Design Ae. Checked (Ch Dote 11-07-13 Dwg. No. AMD,
SCALE: 1 : 50 ON At UNO, 3 Of 4 2783-3
BIO RETENTION SYSTEM BRS 3/1 BIO RETENTION SYSTEM BRS 3/1 A
SUBDRAINAGE_LAYOUT PLAN VIEW RPD:— LOT 3 / FMR LOT 2 SP 222982

 

 

Document Set ID: 21249132
Version: 1, Version Date: 28/09/2020