Approved Plans for Change to Existing Approval OPW11/0116.01

 

|
|
|
i
i]

 

 

 

 

 

  

[may vary]

Anticipated excavated profile x

7
Optional 1m geotextile tube A Sn | 1 dt

with flap [if required]

with flap [if required]

 

 

West side:
Backfill to levels
as per NRS-003

| East side:
| No Backfill required

 

West side:
Backfill to levels
as per NRS-003

 

— RL-5.80m AHD

 
 

Bs Excavated slope such that

existing rock wall not to be

undermined
—RL -5.80m AHD

Geotextile flap

 
  

 
 

 

LOCALITY PLAN

NOOSA SPIT

ee i

 

NOTES

1. Crest height such that structure is partially
emergent on very low tides only.

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

||3__ Profile based on survey by SCRC on 23rd
| November 2010.

4 Excavation

4.1 Batters may be formed by an equivalent
box cut.

42 Expected volume to be disturbed
[closure] : 5950m?. May vary with
seabed changes.

43 Material is clean sand suitable for beach
nounshment.

4.4 Excavated material may be used for
e construction [filling containers]

* bacifilling adjacent to structure
* foreshore nourishment

5. Optional additional tube may be placed as
part of initial works or placed [if required] in
response to monitoring

6. Refer to additional drawings

 

 

Plan layout NRS-003
Notes NRS-011
LEGEND
/ERTICALOATUM AHO. RIZONTALOATUM NGA

 

 

REVISION REGISTER

 

 

 

 

 

 

 

B [ros Amended re} ec
A loso2.11 For IOAS approval RO} ec A
Jeevno | DATE DESCRIPTION

 

 

7 Intemational
Coastal
Management

E5016 Arm SVC Mating, Man Beach, 4217, LD, Autrata
OST Po Bax Ss, Man Geach PO, Man Beach LD, $21/, ura
TELEPHONE bt /seeHnGt FAK 61 /S5AN14/
WEBSITE wow coastamnaropemert com au

 
  

   

 

PROLECT NANE

NOOSA RIVER SPIT

 

DRAWING TITLE

 

 

 

 

 

 

 

 

 

 

SUBMERGED CLOSURE
TYPICAL CROSS-SECTION
ERANINS NO REVISON
NRS-004 B
[BRAWN RO [crECKED Be PROVED AT
vile of asd
REO 227
Be 1s SCALE. 1 200 foATE ot May, 297