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Approval Plans OPW16-0203.01 pdf
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NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
[OCR of page images]
NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016
STRUCTURE 1/Q CUSTOM GRATE
FOR 1200mm x 1200mm INLET.
REFER |.P.W.E.A.Q. STD. DRG.
D-0050 FOR ADDITIONAL DETAILS.
STRUCTURE 5/R CUSTOM GRATE
FOR 1200mm x 1200mm INLET.
REFER |.P.W.E.A.Q. STD. DRG.
D-0050 FOR ADDITIONAL DETAILS.
'Y PONDING DEPT
LEGEND TEMPORAR DEPTH
BIO-RETENTION FILTER MEDIA AND
63% AEP BASIN WATER
DRAINAGE LAYERS. REFER DETAIL
SURFACE LEVEL R.L. 102.30m AHD
TEMPORARY PONDING
DEPTH R.L. 102.00m AHD
DESIGN SURFACE
BIO-RETENTION BASIN SPECIFICATIONS
ON DRG. 16-001014-400
PRIMARY OUTLET PIT SIZED
FOR 63% AEP STORM
1200mm x 1200m FIELD INLET.
PRIMARY 900 OUTLET PIPE TO———_|
RL_102.30m_ AHD
CONVEY 63% AEP DESIGN
FLOWS TO CENTRAL BASIN
INFILTRATED FLOWS
DIRECTED INTO
‘4 seconDARY OUTLET PIT
SIZED TO CONVEY STORM
EVENTS ABOVE 63% AEP.
SECONDARY 900 OUTLET PIPE TO
CONVEY PEAK FLOWS ABOVE 63% AEP
STORM EVENT TO GULLY PIT IN
TRADING POST ROAD CUL-DE-SAC
4. FILTER SURFACE LEVEL - RL 101.70m PRIMARY PIT 5/R
2. FILTER MEDIA AREA - 310m?
3. EXTENDED DETENTION DEPTH - 300mm
4. TOP OF WALL LEVEL - RL 103.00m (MIN.) TYPICAL BASIN DETAILS ©
5. SPILLWAY - RL 102.70m SCALE: N.T.S.
SAFETY FENCE 0.30m MIN.
TO LANDSCAPE - SITE 1 -
5
ARCHITECTS DETAILS. 1.00m 2.00m , REFER DRG. 16-0010%4-105 RL 103.65m AHD
FOR FURTHER CONCRETE *
~ CARPARK - tu SLEEPER WALL DETAILS
aaa x
=
.£ ee r |
&
NOTES: BASIN RETAINING WALL = od
REFER TO DRG. 16-001014-105 AND 16-001014-400 REFER TYPICAL DETAIL
FOR TYPICAL BOULDER WALL CONSTRUCTION DETAILS
Dsp_NOTE:
Ds) ON THE ENGINEERING PLANS SHOW ROCK WORKS DENOTED AS HAVING
SIZES OF Dsp. Ds9 CORRESPONDS TO THE MEDIAN DIAMETER OF WHICH
HALF OF THE ROCK SIZES SHALL BE GREATER AND HALF OF THEM SHALL
BE SMALLER. THE ROCK SHALL BE WELL GRADED AND HAVE A MAXIMUM
SIZE NO GREATER THAN 30% SMALLER THAN Dso AND A MINIMUM SIZE
NO SMALLER THAN Dsp. FOR EXAMPLE IF Dsp = 200mm IS SPECIFIED, THE
EQUIVALENT ROCK DIAMETER RANGES FROM 140mm TO 240mm.
2.5m WIDE BREAK IN
KERB FOR OVERFLOW
SAFETY FENCE
TO LANDSCAPE
ARCHITECTS DETAILS.
~ CARPARK -
REINFORCED TURF WITH ENKAMAT
OR APPROVED EQUIVALENT
ON DRG. 16-001014-400
RL_103.00m_AHD
TOP OF
WALL
ROCK ARMOURING BEHIND WALL
ROCK SIZE: Dsp = 200mm, 300mm THICK.
SEE Dsp NOTE ASIDE.
9.00m MIN. LOWERED SECTION OF WALL
(AY
wo)
Om MIN.
PB
- SITE 1-
RL_103.65m_AHD
ebm ae
RL_102.70m_ AHD
—_—
(8
Yo)
TOP OF WALL
RL 103.00
REFER LANDSCAPE ARCHITECTS DRAWINGS FOR DETAIL IN THIS AREA
W FLOW CHANNEL (ROCK)
BIO-RETENTION —“
LAYERS
L GEOTEXTILE FABRIC
TYPICAL LOW FLO
SECTION DETAIL
SCALE: N.T.S.
EXISTING CONCRETE
2.00m_ TYP
DRIVEWAY CONSTRUCTED
AS PART OF STAGE 1A
WORKS
1.0m MAX
+ BASIN RETAINING WALL
REFER TYPICAL DETAIL
ON DRG. 16-001014-400
—
as,
N.S.C. REF NO. MCU15/0111 & REC15/0031
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