Council archive · source document
MPG2-Drawing Set Rev 2016.03.17 · OPW16/0098
Attached to the e-mail OPW16/0098 - Operational Works Application.
LOCALITY PLAN
13m (approx)
RL +1.65m AHD
RL +1.45m AHD Maximum Profile
2V
RP Boundary
:
1.7m
1H
Proposed 0.75m3 Containers to Raise Crest
r
ve
er
Ri
HAT 0.68m AHD Riv
Groyne 3 a
a
oos Munna Pt
os
MHWS 0.36m AHD
N
No
AHD 0.00m AHD
MLWS -0.25m AHD
LAT -0.42m AHD
Existing seawall
Munna Point
Existing 0.75m3 Containers NOTES
1. All measurements are in metres.
Dimensions not to be scaled.
2. Tidal levels taken from Queensland
Transport Tide Tables 2015.
NSL (Jan 2014) 3. Survey by Noosa Shire Council Jan 2014.
4. For groyne setout see MPG2-001.
5. Final groyne profile to be determined prior to
construction based on monitoring results
(see note MPG2-001). Final adopted profile
to be within maximum profile shown.
6. Construction to utilise sand-filled geotextile
containers.
Sand-filled container volume to be
typically 2.5m3 (min) with 0.75m3 (min)
containers on crest where shown.
Sand-filled scour mattress to be custom
designed with independent fill
compartments parallel to groyne
orientation to achieve design
20m (approx) dimensions.
Containers and scour mattress to be
17.5m (approx) fabricated using non-woven staple fibre
needle-punched geotextile Texcel 1209
3 x 0.75m3 Containers on crest (or approved equivalent).
RL +1.65m AHD Containers and scour mattress to be
Maximum Profile hydraulically filled.
2V
1.7m Containers to be filled and placed in
: 1H
1.7m accordance with Manufacturers
2.5m3 Containers
specifications and guidelines. Alternate
1.7m methodology may be approved.
HAT 0.68m AHD
Containers to be interlocked and
MHWS 0.36m AHD
2.4m "butted" together to provide a smooth
Groyne 4 AHD 0.00m AHD
MLWS -0.25m AHD
LAT -0.42m AHD 7.
finished surface. No filling ports to be
visible upon completion.
Conceptual container layout shown may
Existing seawall RL -1.0m AHD need to be modified depending on final
adopted profile and bed levels at time of
construction.
0.5m (approx)
LEGEND
As-Con (Sept 2015)
0.65
19.5m x 8m Scour Mattress
NSL (Feb 2016) 0.6 - 0.7m
-2
.6m
2.4
NSL (Jan 2014)
1.6 - 1.9m
NTS
VERTICAL DATUM: AHD HORIZONTAL DATUM: MGA
REVISION REGISTER
- - - - - -
- - - - - -
- - - - - -
- - - - - -
B 17.03.16 Expanded / Modified Scope - BC AJ
20m (approx)
A 08.02.16 Detailed Design BC BC AJ
DESCRIPTION BY ENG. APP.
17.5m (approx) REV.NO. DATE
Timber wall
3 x 0.75m3 Containers on crest
RL +1.65m AHD
International
Maximum Profile
Coastal
2V
1.7m
1.7m 2.5m3 Containers
Management
:
1H
1.7m OFFICE 50 / G Arm, SYC Marina, Main Beach, 4217, QLD, Australia
HAT 0.68m AHD POST PO Box 306, Main Beach LPO, Main Beach QLD, 4217, Australia
TELEPHONE +61 7 55640564 FAX +61 7 55329147
MHWS 0.36m AHD WEBSITE www.coastalmanagement.com.au
2.4m
Groyne 5 RL -1.0m AHD
AHD 0.00m AHD
MLWS -0.25m AHD
LAT -0.42m AHD
PROJECT NAME
NOOSA R - MUNNA POINT PHASE 2
Existing seawall DRAWING TITLE
LONG SECTION
0.5m (approx) GROYNES 3 - 5
DRAWING No. REVISION:
MPG2-003 B
NSL (Feb 2016) DRAWN : BC CHECKED : BC APPROVED : AJ
0.65
19.5m x 8m Scour Mattress
0 1 2 3 4 5m
NSL (Jan 2014) RPEQ 2876
SIZE: A3 SCALE : As Shown DATE : 17 Mar, 2016
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