Original source · versioned page text
16-001014-409
From the archive Proposal Plans 2 of 2.zip, inside Operational Works Application OPW16/0203 - 2 of 4. File date in the archive: 2016-09-14 12:30.
EMBANKMENT CONSTRUCTION AS PER
NOTES ON DRG NO 16-001014-403
Ds» = 300mm
THICKNESS = 600mm
KEY DEPTH = 900mm
OVERFLOW WEIR DESIGN SURFACE
EXISTING SURFACE J
RISER OUTLET PIT (REFER
TO DRG NO. 16-001014-410
FOR DETAILS
SECTION
BASIN END
ROCK SCOUR PROTECTION
Dsp = 200mm
THICKNESS = 400mm
LEVELS TO TIE IN TO
EXISTING SWALE
SWIMMING POOL
BEYOND
DESIGN SURFACE
SECTION
RETAINING WALL REFER TO ORG
NO. 16-001014-400 FOR DETAILS
CENTRAL BIORETENTION BASIN
DESIGN SURFACE
375
ROCK SCOUR PROTECTION
Dsp = 200mm
BIORETENTION FILTER &
THICKNESS =
DRAINAGE LAYERS
4.88m_MIN.
DESIGN SURFACE \
CAP
1050 AT MIN 1%
ROCK SCOUR PROTECTION
Dsp = 200mm THICKNESS = 400mm
EXISTING SURFACE
MAJOR OVERFLOW WEIR (RL
100.50m AHD) AND EMBANKMENT
BEYOND
CENTRAL WQCP
400mm
LEGEND
ROCK SCOUR PROTECTION
TOPSOIL TO PLANTING ZONE (300mm)
CLAY LAYER (300mm)
INDICATIVE MACROPHYTE PLANTING AREA
NORMAL OPERATING LEVEL (RL 99.20)
WATER QUALITY TREATMENT LEVEL (RL 99.60)
1% AEP WATER LEVEL (RL 101.03)
SECTION (G\
0 03)
N.S.C. REF NO. MCU15/0111 & REC15/0031
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