less than 2 feet cube, the interstices to be filled in with spawls. The stone work above the Footings will be constructed of Ashlar Masonry every stone being hewn to the
required Quarry, formerly the stones were 4" back from the Face the
-
simply squared remainder being left in the rough. The proposed Bond is shewn the Section. No Live will be used in
Masonry
will be set in
tement and Puddle will
instead of concrete will
any hart Portland
of this work. the masongs be used for Backing West End, Joe Piles will be driven at the foot of concrete. For a length of 150 feet at the the Rubble Foundations on the sea side to prevent the stone from slipping, the
ground here being
sided on from
in will be
The earth required for filling taken from the Hill under Hospital Road.
connection with this work it will become,
to construct a Breakwater
Bo
cessary
end
Jetty
at the
a of Morrison Street for the convenience of the Harbor Masters Department. Even
able difficulty
now consider.
is experienced in landing during the N.Z. Monsoon by the breaking of the Sea
the Boat Slip
against
Fonward
523
25011 26
and on
The completion of
Forward
$2501126
the