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001A333D.001
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t" » ¢ ” : .
ran :
RESPONSE TO INFORMATION REQUEST FUP “
.
used for 7
remedial '
work to any
bank of tidal ~
water or
any existing
retaining
wall,
revetment ;
or seawall
or other
existing
structure;
(b) if a relevant
planning
e scheme
standard is
more stringent
than the 7
standard
mentioned in
paragraph
(a)—the
relevant
planning
scheme
standard, to the
extent it is more :
stringent than
the standard 2
$016.1 Prescribed tidal work | PS16.1 = (s 6(2) solution) PS16.1 Strand Gardens
that is a jetty or pier ‘ submits the prescribed
and: for a_ private rn re of an tidal work has been
@ purpose is designed ‘etty or pier is designed in :
and constructed in a , ons stent with the accordance with
way to ensure it is following engineering standards
able to support its standards— and will support the
intended loads, intended loads as
having regard to its (a) subject to defined by the
relevant loading paragraph (d), appropriate standard
matters. a jetty or pier {refer to Engineering
accessible to Certificate at ;
vehicular _ traffic APPENDIX EIGHT). os.
is able to
support at least
a live load of
3.01(17a plus
an axle load of
101N;
{b) subject to
paragraph (qd),
a jetty or pier
that is not
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