Council archive · source document
OPW16/0098 - Approved Plans
Plans and drawings: the text below has words only, no drawings.
LOCALITY PLAN
24m (approx)
19.5m (approx)
Timber wall
3 x 0.75m3 Containers on crest
RL +1.65m AHD
Maximum Profile
r
ve
er
2V
Ri
Riv
1.7m
1.7m 2.5m3 Containers a
:
a
oos Munna Pt
1H
os
N
No
1.7m
HAT 0.68m AHD
MHWS 0.36m AHD
Groyne 6 AHD 0.00m AHD
MLWS -0.25m AHD
LAT -0.42m AHD Munna Point
Existing seawall RL -1.0m AHD
NOTES
0.5m (approx) 1. All measurements are in metres.
Dimensions not to be scaled.
2. Tidal levels taken from Queensland
22.5m x 8m Scou Transport Tide Tables 2015.
0.65
r Mattress
3. Survey by Noosa Shire Council Jan 2014.
4. For groyne setout see MPG2-001.
- NSL (Fe NSL (Jan 2014
b 2016) ) 5. Final groyne profile to be determined prior to
NOOSA COUNCIL construction based on monitoring results
(see note MPG2-001). Final adopted profile
APPROVED PLAN 6.
to be within maximum profile shown.
Construction to utilise sand-filled geotextile
containers.
OPW16/0098 29 JUL 2016 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
27.5m (approx) dimensions.
Containers and scour mattress to be
22.4m (approx) fabricated using non-woven staple fibre
needle-punched geotextile Texcel 1209
(or approved equivalent).
RL +1.65m AHD Containers and scour mattress to be
RL +1.45m AHD Maximum Profile hydraulically filled.
2V
2.5m3 Containers Containers to be filled and placed in
1.7m
: 1H
Backfill accordance with Manufacturers
specifications and guidelines. Alternate
Groyne 7 2.4m HAT 0.68m AHD methodology may be approved.
MHWS 0.36m AHD Containers to be interlocked and
"butted" together to provide a smooth
AHD 0.00m AHD finished surface. No filling ports to be
RL -0.5m AHD MLWS -0.25m AHD visible upon completion.
LAT -0.42m AHD 7. Conceptual container layout shown may
NSL (Jan need to be modified depending on final
2014)
adopted profile and bed levels at time of
construction.
Extension of adjacent seawall LEGEND
0.65
26m x 8m Scour Mattress
0.6 - 0.7m .6m
-2
2.4
1.6 - 1.9m
NTS
VERTICAL DATUM: AHD HORIZONTAL DATUM: MGA
REVISION REGISTER
- - - - - -
- - - - - -
- - - - - -
- - - - - -
- - - - -
27m (approx)
A 17.03.16 Expanded / Modified Scope BC AJ
REV.NO. DATE DESCRIPTION BY ENG. APP.
19m (approx)
RL +1.65m AHD
RL +1.45m AHD Maximum Profile International
2V
2.5m3 Containers Coastal
: 1H
1.7m
Management
2.4m HAT 0.68m AHD
OFFICE 50 / G Arm, SYC Marina, Main Beach, 4217, QLD, Australia
MHWS 0.36m AHD POST PO Box 306, Main Beach LPO, Main Beach QLD, 4217, Australia
Groyne 8 RL -0.5m AHD
AHD 0.00m AHD
MLWS -0.25m AHD
TELEPHONE +61 7 55640564 FAX +61 7 55329147
WEBSITE www.coastalmanagement.com.au
PROJECT NAME
LAT -0.42m AHD
NOOSA R - MUNNA POINT PHASE 2
NSL (Jan 2014
) DRAWING TITLE
LONG SECTION
GROYNES 6 - 8
DRAWING No. REVISION:
24m x 8m
S cour Mattr MPG2-004 A
0.65
ess
DRAWN : BC CHECKED : BC APPROVED : AJ
0 1 2 3 4 5m
RPEQ 2876
SIZE: A3 SCALE : As Shown DATE : 17 Mar, 2016
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
OPW16/0098 - Approved Plans.pdfRelated documentApplication case desk ↗
About this file
- File size
- 825 KB (small file)
- File type
No other editions are linked here.