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16-001014-01A (Swmp)

Attached to the e-mail Operational Works Application OPW16/0203 - 3 of 4.

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[OCR of page images]
 

NORTHERN BASIN

®

2S

CENTRAL BASIN

    
  
 
 

    

 

PROPOSED GPT

Be 63% AEP PEAK
FLOW DIVERSION

     
   
   
   
   
     

 

 

Y
lal /V
PROPOSED 6m WID! Y L
DRAINAGE EASEMENT Al/ 4
4
Y
i //
PLUNGE POOL / 4//%
ENERGY ‘a/7
DISSIPATER “Ny
7
EXISTING SWALE JNJ
7 ,
S BIOPOD D2
/ nV
fe \
7 L =\
7 / 2
J 7 Aaé~
y v7 \
C/N \
/ 7
7 la \ \
& \ \

Y V\y\ \
\ 1

CONCEPT ROAD AND DRAINAGE

LAYOUT SHOWN IS SUBJECT TO

FUTURE STAGE 4 OPERATIONAL] \

WORKS DESIGN AND APPROVAL

v

\

 

 

 

 

 

    
   
   

 

 

 

 

 

 

 

 

|/— PROPOSED SWIMMING POOL
REFER TO ARCHITECTURAL FOR
LANDSCAPING AND FENCING

Ld
« [elel=]

 

 

 

 

5m WIDE

 

 

 

 

 

 

 

 

 

 

 

63% AEP PEAK FLOW
DIVERSION © 900

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

STORMWATER
EASEMENT

 

 

 

PEAK FLOWS ABOVE THE 1
ARI STORM TO BE DIRECTED
TOWARDS SWALE

PROPOSED GPT
UPSTREAM OF
BASIN

 

 

 

 

 

 

 

 

 

 

\
LEGEND:
 \ SITE BOUNDARY
— \ sw>_— PROPOSED STORMWATER DRAINAGE
\ CLAW PROPOSED STORMWATER EASEMENT
- \
a 2 RETAINING WALLS
a \ FLOW DIRECTION
\ 7 63% AEP PEAK FLOW DIVERSION
\ = \
\ a DISCHARGE LOCATION
a a> 4-2-4 3 EXISTING SWALE
\
\
\
\
\ \ \ — \ \
\ \ — - \ 7
—\ a - »
\ = a — \
J a
L 7
\ L a \ \
2 a
_ c
\ \ \
\ \ a
a \ <
a“ \ \ — \
- \ ~
\ \
\ \ \ a“
\  \ a
YEAR \ \, a \ —
\ — a \e

   
  
   
  
   
     
 
   
   
 
  

 

(_ EASEMENT

3m WIDE DRAINAGE

\

  

 

 

SPLITTER MANHOLE TO DIRECT 63% AEP
PEAK FLOWS TO BASIN AND MAJOR FLOWS TO

THE PROPOSED SWALE & DRAINAGE EASEMENT PROPOSED STORMWATER DRAINAGE

| DESIGNED TO CONVEY MINOR FLOWS.

(10% AEP) TOWARDS SOUTHERN BASIN.

 

MAJOR OVERFLOWS TO BE DIRECTED
TOWARDS TRADING POST ROAD

 

SPLITTER MANHOLE TO DIRECT 63%
AEP PEAK FLOWS TO PROPOSED
GPT AND OVERFLOWS TO BASIN

 

UPSTREAM OF BASIN

 

 

FILE: B14158.W-SKNI0.dwg_ DATE: 12-11-2015 TIME: 08:49
Pxref's: X_B1\158.W_BASE X_B1\158.W_MODIFIED ARCH X_B14158.W_TITLE ADAM DTM Layer Copy USR: Sam Linde

NOTES:

1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH
LATEST ISSUE OF CALIBRE CONSULTING REPORT No.
16-001014-01.

 

 

CONCEPT PLAN ONLY
NOT TO BE USED FOR
CONSTRUCTION PURPOSES

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Tar [acs taw] OAT ao TRCROTTN Ne STENT SRRWRG TT
AMENDMENT DETAILS DESIGN CHECK SURVEYOR: KEN HICKS & ASSOCIATES rn

ne 49 THE ESPLANADE MAROOCHYDORE PALM LAKES RESORT ‘CONSULT AUSTRALIA CONCEPT STORMWATER

. Ph (07) 5443 2844 Fax (07) 5443 7146 DRAINAGE PLAN
Fe [OF | 01.08.16 | MINOR AMENDMENTS 1500 10 o 2° 20 1 TIORET 4
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0 B14158,.W AMITHEW HL PED TT PALM LAKES - COOROY Call re ee | _
NIE . Te 07 3895 2444 Focumile 07 3895 $400
br fo OW SEALE OF CALBRE CONSULTING LD PTY LT RETIREMENT COMMUNITY CONSULTING tsen tort tases ew oa tere “BERL B14158.W-SK110 B

 

 

 
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