RFI Eng response notice items 4-19 MCU150111

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I
[PAD RL 102.20m AHD]|[PAD RL 102.00m AHD]|[PAD RL 101.90m AHD] [PAD RL 107.40m AHD |

 

 

PROPOSED RETAINING WALL
(MAXIMUM HEIGHT 1.5m)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ROCK ARMOURING AT OUTLET FOR
SCOUR PROTECTION AND DISSIPATION N

 

 

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PROPOSED ROAD

 

 

 

 

! y
-
| / | " \ “*
| / ! EDGE ROCK
| | 12.5m LONG 3 825 RCP OUTLET PIPE
| \ USIL 98.3m AHD
° x \ DSIL 98.2m AHD
| root t000) REEPR TO » : —- \ TO DISCHARGE TO EXISTING SWALE
| Gg SECTION DETAILS Z \ \
RETAINING WALL— 179 - OVERFLOW WEIR FOR
MAX HEIGHT usm Pt ~ p MAJOR STORM EVENTS
|i | Ling \ LEGEND:
I ~— 0 6 \

,

ONDOOO

ROCK ARMOURING \ / SITE BOUNDARY
AT OUTLET \ \/4
——— YO ge PRELIMINARY ROAD
" \ / DESIGN CONTOURS

 
   

4
MINIMUM 3m MAINTENANCE Z

 

» 0 EXISTING CONTOURS
ae ACCESS TRACK / sw PROPOSED STORMWATER
\ 1 DRAINAGE
\I vow,
SPLIT FLOW PIT \ BIORETENTION FILTER

 

 

   
 
 
   
   
  
  
   
 
  
   
   

SAFETY FENCING Ae

BE PROVIDED ALONG}
RETAINING WALLS |
'
'
I

 

 

RETAINING WALL \, A \
INCOPORATED INTO C N \\ \. OPEN WATER

BOWLING GREEN DESIGN X

\
X ) \ MACROPHYTE ZONE (MIN. 20% OF
NORMAL OPERATING POND AREA)
CENTRAL BASIN - COMBINED WQCP AND DETENTION STRUCTURE

NORMAL OPERATING POND AREA: 2,000m2
NORMAL OPERATING POND VOLUME: 2,000m?
NORMAL OPERATING POND LEVEL: 99.2m AHD
TEMPORARY PONDING LEVEL: 99.6m AHD Ve
EXTENDED DETENTION DEPTH: 0.4m eae aaa a) RETAINING WALL
DETENTION VOLUME TO 100 YR ARI WSL: 4,550m?

(EXCL. TEMP. PONDING DEPTH FOR SW QUALITY 100yr FLOOD LEVELS)
MACROPHYTE AREA: MINIMUM 400m?

(20% NORMAL OPERATING POND AREA)

 

 

  

SWIMMING
POOL

 

 

 

 

1 YEAR FLOWS

- OVERFLOW WEIR
AT RL 100.5m AHD
ATR

L- |
-- '
~

PROPOSED.
PROPRIETARY GPT

TT ttelellellelbeat eal MAINTENANCE ACCESS ROUTE

INDICATIVE DESIGN LEVELS

 

 

 

 

 

BOWLING GREENS

NOTES:

1. LAYOUT OF THE PRELIMINARY STORMWATER MANAGEMENT
DEVICES AND PRELIMINARY DESIGN LEVELS SHOWN ARE
CONCEPT ONLY AND SUBJECT TO DETAILED DESIGN.
LEVELS SHOWN ARE INDICATIVE ONLY.

 

  
  
  
  
        
     
  
      
 
 
 
 

 

   
 

TOW
BOW

   

RL 101.7mb

PROPOSED SWIMMING POOL \
RL 100.1m

> (REFER TO LANDSCAPING PLANS FOR
g FENCE AND LANDSCAPING DETAILS)

Dee
|
| |

PAD RL 102.60m AHD

CLUB HOUSE
| | 1 YEAR ARI PEAK FLOWS

PUMP HOUSE | DIRECTED TO CENTRAL BASIN
NON ee | N_ FROM SOUTHERN BASIN

MAINTENANCE TRACK -

      

 

 

  
 
 
 
 

  
 
 
     
 

 

ROCK ARMOURING AT OUTLET
FOR SCOUR PROTECTION AND
ENERGY DISSIPATION
PIPE IL = 99.2m AHD

 
  

2. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH
LATEST ISSUE OF CALIBRE CONSULTING REPORT No.
B14158.W-03.

LS RETAINING WALL .
v (1.5m MAXIMUM HEIGHT) \
7 BIORETENTION BASIN - UPSTREAM OF WCQP
FILTER AREA: 200m?

BASIN SURFACE LEVEL: 100.1m AHD
EXTENDED DETENTION DEPTH; 0.3m

FILTER DEPTH; 0.4m

 
 

 

3. SPLIT FLOW PIT TO DIVERT 1 YEAR ARI FLOW TO GPT
AND BIORETENTION BASIN.

 

 

 

 
 
  

  

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ACCESS TO CENTRAL BASIN 02
\ AND SWIMMING POOL
NI
CENTRAL BASIN LAYOUT PLAN
SCALE 1250 (AN
SCALE 1500 (A3) NOT FOR PRELIMINARY
FOR INFORMATION ONLY
CONSTRUCTION NOT FOR CONSTRUCTION
FILE: B14158.W-SK104.dwg DATE: 12-11-2015 TIME: 08:48
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