7. Hydraulic Plans · MCU13/0098

 

ON SITE, ABOVE GROUND COMBINED
HARVESTING/RETENTION TANK WITH TOTAL

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

         

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

VOLUME OF 22,500 LITRES. FLOW BYP,
12,000 LITRE FOR RETENTION LOOTED ONDER HO
2000 10,500 LITRE FOR HARVESTING RETENTION SYSTEM AND
a 300 HI-FLOW BYPASS BRS (NOT CONNECTED TO SYSTEM x
SHOWN FOR CLARITY) BYPASS CHAMBER AT a
$90 LO-FLOW CHARGE ON TOP OF BRS INVERT. a
| 90 LOW-FLOW MITIGATION S 00sq OVERFLOW AND HIGH
DRAIN DISCHARGE TO TOP 5 FLOW BYPASS CHAMBER,
OF BIO RETENTION SYSTEM i CONCRETE WITH WEIR AT
ON SITE, ABOVE GROUND COMBINED = | Be OO IGN VOLUME USING APPROVED FLAP im SL5.250 AND HINGED,
HARVESTING/RETENTION TANK WITH TOTAL VALVE. CHARGE ON TOP OF 9 ELEVATED GRATE.
VOLUME OF 22,500 LITRES. | —~e GRAVEL MATTRESS FOR a
12,000 LITRE FOR RETENTION = SCOUR PROTECTION. B
10,500 LITRE FOR HARVESTING Zz
#300 HI-FLOW BYPASS BRS &
¢90 LO-FLOW CHARGE ON TOP OF BRS 10,500 LITRE as
HARVESTING VOLUME 3
)\reicat: 5.2508 5.300
%100 SLOTTED PVC WITH & rp
CLEANOUT TO SURFACE
USING SCREW CAP.
4.400 4.300
_ | c NS 4.100
600 FILTRATION LAYER —~
3.700
100 TRANSITION LAYER 3
200 DRAINAGE LAYER
#300 TO LAWFUL POINT OF
DISCHARGE
BIO RETENTION SYSTEM BRS 3/1
LONG SECTION
SECTION (Aa
SCALE 1: 201)
BIO RETENTION SYSTEM _A NOTES
CATCHMENT: ROOF 1800m?
¢ FILTER MEDIUM AREA: 45m?
* FORE BAY AREA: 1.5m?
* PROVIDE 9100 SUBSOIL DRAINAGE WITH
CLEAN OUT POINTS AS INDICATED ON
PLAN.
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5.300
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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
TO LANDSCAPE ARCHITECTS PLANS. 600 FILTRATION LAYER
ee SL3.500 4.100 DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
. 100 TRANSITION LAYER Se FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
200 DRAINAGE LAYER O aS (amd Description Date
#300 TO saawsrer/eyenss-
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 (8
o 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
For Building Approval x l04—11-13
NOTE: For Tender
: For Construction
BIO RETENTION SYSTEM LEVEL SCHEDULE IDENTICAL CONSTRUCTION PRINCIPLES is Constructed
BRS BRS% BRS% E
1 lek
Hydraulic
EDGE OF SURROUND
SURFACE 5.300 4.900 4.900
contact: Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181
Moffat Beach, QLD, 4551
WEIR LEVEL OF OVERFLOW email: [email protected]
BYPASS CHAMBER 5.250 4.850 4.850 PH: (07) 5491 4333 FX: (07) 5491 4233
CLIENT :
600sq HI-FLOW BYPASS AND MARKRIS FOODS
TRANSFER CHAMBER, CONCRETE WITH SURFACE LEVEL OF FILTER
ELEVATED GRATE AND WEIR AT LAYER 5.000 4.600 4.600 ARCHITECT :
SLS.250 SOUL SPACE
> <
PROJECT: 42 HOFFMAN DRIVE
INVERT LEVEL OF FILTER
LAYER 4.400 4.000 4.000 NOOSAVILLE
INDUSTRIAL DEVELOPMENT
INVERT LEVEL OF TRASITION DRAWING TITLE:
LAYER 4.300 3.900 3.900
o| 300 SYSTEM OUTFLOW
Y DIRECTED To LAWFUL OPERATIONAL WORKS
INVERT LEVEL OF DRAINAGE STORMWATER
4.100 3.700 3.700
LAYER QUALITY DETAILS
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INVERT LEVEL OF BYPASS Design| HK. | Checked Date |04—11—13 | Dwg, No. AMD.
VEL OF 3.700 3.525 3.675 | Qu [nste
\ SCALE: 1: 50 ON At UNo.| 3 of 6 2790-3 J
BIO RETENTION SYSTEM BRS 3/1 BIO RETENTION SYSTEM BRS 3/1
SUBDRAINAGE_ LAYOUT 1:50 PLAN VIEW 1:50 RPD:— LOT 3 / FMR LOT 2 SP 222982