Council archive · source document
Development Application part 2 of 2 · OPW12/0222
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75 x 75 x 6 EA CLEAT PL
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@300NOMCRS
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WITH ONE ~s M12 i9’
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150
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STAlN~SS STEEL MESH
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75x75x6EACLEATPL
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@300NOMCRS
FIX TO WALL
STAINLESS STEEL MESH.
WITH ONE SIS M12 MASS CONCRETE
(20MPaMIN)
75x75x6EA
-
FULL STRENGTH
NEW PIPE. SEAl.PIT
WELD
WALL AROUND PIPE
WITH APPROVED GROUT
AFTER APPLYING A CONTINUOUS
HYDROPHIUC SEAl.TO PIPE TYPICAL SECTION~
6mmPLATE
(CHEQUERPLATE 1:20
OR EQUIVALENT)
T:HRUST BLOC.K DETAIL
1:20
PlT DETAIL
1:20 .
NOTES
1. UNLESS NOTED OTHERWISE,ALL STEELWORK SHALL BE HOT DIP GALVANIZED
OR COATED WITH A SUITABLE .EPOXYSYSTEM. STAINLESS STEEL WHERE NOMINATED
SHALL BE GRADE 316.
2. A MAINTENANCE ’SCHEDULE SHALL BE CREATED FOR REGULAR CHECKING
AND CLENING OF THE STORMWATER DISPOAL INCLUDING THE NEW STORAGE SYSTEM.
, ,
-
-:.’
.
.
.
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IlAllRlNK pry LTDT/A DRAWN DATE
NOOSA DUNES CTS 26506 John Norden
SASHTON JUNE 2012
PROPOSED " & Associates AOI 010 :za 177 SCALE ’DESIGNED
TORMWATER,STORAGE.
’DAVID LOW WAY
. Structural I CMI DesIgn engineers
Suite 16’Tewantin Plaza-
AS SHOWN . . . . .
RPEQ.
PoInc:Iana Avenue I PO Box 205 DRGNO.
MARCUS BEACH A TewantIn Q 4685
Ph:07 64497137 Fax: 0764497172
In_aQJntemode.on.net
12/52-2
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