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2015-03-03 Infrastructure & Services Committee Agenda
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Page 19 of 80
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a \ 3 NOTES ~ .
sp \ All measurements are in metres,
\ Dimensions not to be scaled.
6 \ Survey by Noosa Shire Council Jan 2014
\ 3. Tidal levels taken from Queensland
Transport Tide Tables 2014.
4. Containers expected to be stable in
O || velocities of 1.5 - 2.0mis.
fA A Is. Groyne works to be entirely within Lot 131 on
Qe OG | sptasai7
Q, \& |]. Groyne 3 to be located downstream (east) of
Q XO || existing stormwater pipe. Works not to
Za CS || damage existing pipe.
~ Oo x |]? Groynes to be constructed using 0.75m3
Q ho E ‘eS || sand-filled geotextile containers fabricated
2 u : |] using ElcoMAX 1209RP (or equivalent).
@ ‘2 s Containers to be hydraulically filed in
YP Xe accordance with manufacturers instructions
xy “) | and placed such that closures are covered
eS and adjacent containers are well interlocked
|] and butted together.
8. Sand-flled geotextile scour mattress to be
“ \ 507340.3mE | couivatend comprising -20 independent fi
A f \_ fabricated using ElcoMAX 1209RP (or
AA ne 7080717.4MN | oom Fi compartments to be
: compartments with filled dimension 7m x
2 ee sc parallel with the groyne orientation. Mattress
- WY to be well-filled with sand (not mortar) using
‘ pump/ dredge system
— \ 9 Sand to be sourced from approved dredge
Qe. \ areas (separate approval) or imported.
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~*~ 6 \\) | MWS 078m CO 0:38 AHD
. @ 2 oO > AHD 0.42m CD 0.00m AHD
® \“e raw | Mus —at7mcd. 025m AHO
oD a NX || LAT 0.00m CD_-0.42m AHD.
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2D, ‘ RP Boundary ————
\e * MHWS / MLWS ——_—_
Bs \Z - i Approved Dredge Area a
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oe 907289.6m E XS GROYNES - PLAN LAYOUT
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MPG-002
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SF fonre: coree.2015 |See the original
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