07/0198 - Approved plans [As Published] · 142007.198

1.3m

NOt TOBE COPE
. INTERNATIONAL COASTAL WATMCUT APPRONA:

« ¢ MANAGEMENT

P.0.BOX 7196 PH. 07 5564 0564

GOLD COAST MAIL CENTRE FAX 07 5532 9147

AUSTRALIA 9728 EMAIL icm@coastaimanagement com au

3.6m

0

NOOSA RIVER SPIT
EROSION PROTECTION WORKS

for NOOSA SHIRE COUNCIL

Sand-filled Geotextile Container

; 0.2m allowance for settlement

1 2

SCALE
As Shown

DRAWN

w.

DATE APPROVED

4/7106

te 8 Corbett BE

& ~<Ja-<
aie temaane

Notes
1. Alignment as per drawing NSC-01
2. Typical levels by Noosa Shire Council July 2006.
3. Tides [Noosa Beach}
HAT = 1,06m AHD
MHWS_0.62m AHD
MLWS -0.80m AHD
LAT — -1.12mAHD
4. Design Conditions [2%]
Waves’ Hs = 0.75m
Current = 2.5ev/s
Storm surge = 1.8m
5, Geotextile to be ELCOMax 1200R or equivalent
May be reinforced to provide improved vandal
fesistance. Nominal size equivalent to "T1".
6. Inlet ports to be "screw and give” closures spaced
at 10m intervals along the container.
7. The structure is designed to be flexible and any

HAT

MHWS

erosion, placement of an additional container
on the shoreward side may be required.

MLWS

LAT

Natural Surface Level

eee inaHD pares! NOOSA SHIRE COUNCIL

PLANS APPROVED

SIGNATURE:... ern,
DAT Eisesessssee (S08 (OF srsse

OCPWORKS OF Jig

3 4 5m
REVISIONS DRAWING N°” REV.
NRS-03
SUBMERGED PROJECTION

TYPICAL X-SECTION