Approved Plans for Change to Existing Approval OPW11/0116.01

 

 

 

 

 

 

 

NSL [varies]

   
 
   
   
 
      
    

Top of bank

Geotextile underlayer

Geotextile flap

r

Backfill if required

14.0m

Backfill to RL -3m AHD [min]

Anticipated excavated profile
[may vary]

Up to RL -5.90m AHD

\
11m he Optional 1m geotextile tube with flap

[if required]

 

|| NOTES:

LOCALITY PLAN

NOOSA SPIT

Cea Neo)
st)

1. Crest height such that structure is level with
NSL (or as close as practicable). Will be
overtopped on high tides.

2. Extent of works to be restricted to limits
shown on drawings. Container configuration
to achieve design may vary.

3. For excavation notes, see drawing NRS-006.
4. Optional additional container may be placed
as part of initial works or placed [if required]
in response to monitoring.

5. Refer to additional drawings

 

Plan layout NRS-005
Notes NRS-011
VERTICAL DATUM AKO. TALOATUM NGA

   

 

REVISION REGISTER

 

 

 

 

 

 

 

 

 

2 163i Amended

 

 

Fee 1OAS approvat

 

CESCRETION BY ENG [APP

 

 

International
Coastal
Management

217, QLD, Austria
QLD, 4217, Audrata

 

 

QEFICE_ 50/6 Am, SYC Manna Main Bec
POST PO Box 306, Man Beach LPO, Man
TELEPHONE it /shetnis FAK
WEBSITE www coa:takranogenent com au

 

 

 

 

PROUECT NAME

NOOSA RIVER SPIT

 

 

WALL TYPICAL CROSS-SECTION

 

 

 

 

D REVISON
| NRS-007 B
ioRaraT RO RECKED Be FEROVED AT

piiontd

 

 

Ze AD SCALE. 1200 [DATE 01 May, 2012