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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.

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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
oe bestow cvcx sens Cams tecrormm™® | SURVEYOR: ML_SURVEYS omer manne = CENTRAL BASIN
i genre avet Sige un tet | PALM LAKE WORKS PTY LTD C= <= & = secon
ile oom ome rocer me [RTT PALM LAKE RESORT ibre tet. Py a
: D cM 16-001014 \ ANOREW MCPHAIL RPE. 6921 EKER Cali re Seti can bn QD = CEXWGS HORSE 014-409 ae
3 t FOR & ON BEHACF OF CALIBRE CONSULTING (QLD) PTY LTD STAGE 2 CONSULTING Wiehame Cater Rebouwe ydany Rapipen Destine Coast — Lc 4084 16-001 =

 
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