1
PLAN OF
COPING
71055
APPENDIX B.
EXISTING
ELEVATION
SCALE
WATER
SECTION.
buttie of the wall face has always been 1 in 6 which
I think will be founds too great, a pound Coping
liable to upheaval by the breaking of the sea has usually
been added for appearance', as also
dwarf parapet
wall which is forced out by the backwash.
: The backing of the well has usually been puddled,
clay and in many
layers.
places simply Earth punned in
The foundations of the wall along the entire frontage
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a puler rocky, and:
of the City are good, being inspections of the structure after severe storms have
always shown that the work of destruction always began from the top masmry downwards.
The work of repairs besides the Concrete backing- will include the personals of the parapet and of the circular molding also under-pinning and pointing in Portland Cement where necessary.
Alice.
Surveyor General.
15. May 1875.
PRAYA
H. WATER
WALL
to be added does not exist, but is proposed NOTE. The concreting shown here
LAY.