Bell's Cathedrals: The Cathedral Church of Rochester: A Description of its Fabric and a Brief History of the Episcopal SeePalmer, G. H. (George Henry)
History
Bell's Cathedrals: The Cathedral Church of Rochester: A Description of its Fabric and a Brief History of the Episcopal See
Palmer, G. H. (George Henry)
Rochester Cathedral (Rochester, Kent, England)
"Registrum Roffense," agrees with it well when we take into
consideration the smallness of its scale. The tower was square, without
either battlements or corner pinnacles, and the spire rose directly from
it. On the west side, it will be noticed, the blind arcading under a
string course at the height of the ridges of the transept roofs,
terminated downwards on the lines of a pointed gable, and we may hence
conclude that the nave used to have a high-pitched roof before its
present flat one.
The spire raised in 1749 was octagonal, and rose directly from the
tower. It had neither parapet nor corner pinnacles to hide the
transition from the square to the octagon, nor splaying to make this
change less abrupt. Its form is shown in the 1816 view (p. 31), and Mr.
Sloane's model of its woodwork is still to be seen in the crypt, in a
very damaged state. A curious instance of the inaccuracy of some old
engravings occurs in two plates by Metcalf, and by Ryland after B.
Ralphe, which reproduce the same view of this cathedral, and are,
apparently, only variations of the same plate. They represent the tower
itself as octagonal, make it of excessive breadth, and give it three
windows in each face.
The new spire was demolished, after an existence of a little less than
eighty years, by Mr. Cottingham, who took down at the same time most of
the old tower, and raised the present rather plain one, which bears no
spire. Our illustrations render any description of the form of this
tower unnecessary. It did not meet with approval, even before it was
made more insignificant in appearance by Sir Gilbert Scott's heightening
of the transept roofs. An apologist for Mr. Cottingham says that he was
not altogether responsible for its faults, since he was compelled to
modify his design, through a strong conviction among the townspeople,
especially among the local builders, that he was overloading the
supporting piers. He obtained expert opinion that they were capable of
bearing twice the weight, but at last yielded, though he complained that
by his so doing his work was spoiled.
[Illustration: NORTH-EAST VIEW, WITH RUINS OF GUNDULF'S TOWER
(FROM A PHOTOGRAPH BY MESSRS. CARL NORMAN AND CO.).]
Public-domain text, read in full here on John Shaqi.
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