duta
whereon
w fam
an
any
opinim upon these
important
points, it remains only
ine
to consider
Oko
structural
detailo
of a
work adapted to
meet the conditions
Per out
by
Mr. Prie.
b.
this Report shows.
on
Fiq: 1. the
wall and
to be
roadway
curried
as proposed
out, and which is
The tracing attached to
appears to me
Joine
is stilt capable of
improvement, Viewed by the
light of the further partienters furnished by the Surveyor General
hin
clear Report of 5 april.
Very
Fige 2 and 3 shew a
roadway
evall
and
which I would recommend
by that
as berig preferable to
17
templated by the Surveyor General.
It with be
Allvv
differs from that
proposed in
121 as
strength.
2nd
Ax
being ser
of " pitched
bonded
to the
Portland
lun
that this
wall
which has been
the following respects,
increased bulk and
to the granite facing
with horizontal, instead
"
Cy
inclined bedo, and
into the backing. – 3rd as
bucking consisting of
Ament concreto, or
in
there of ( if cheaper) of rubble
masonry
4
"
set in cement.
to the paring consisting
of concrete blocks set in cement,
liew of a
in liew
concrete,
亿
skin
or crust
of
that they may be
a v
lifted
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