“the Company” means Caledonian MacBrayne Limited;

“the deposited plans” and “the deposited sections” mean respectively the plans and sections signed on behalf of the Scottish Ministers and marked “Plans and sections referred to in the Caledonian MacBrayne (Oban Quay) Harbour Revision Order 2005”, of which copies are deposited with the Scottish Ministers at the Scottish Executive, Victoria Quay, Edinburgh EH6 6QQ, and with the Company at its office at The Pier, Oban, Argyll, PA34 4DB;

“level of high water” means the level of mean high-water springs;

“limits of deviation” means the limits of deviation shown on the deposited plans;

“tidal work” means so much of any works authorised by this Order as is on, under or over tidal waters or tidal lands below the level of high water;

“undertaking” means the undertaking of the Company as for the time being authorised; and

“works” means the works authorised by this Order or, as the case may require, any part thereof.

An open piled platform on steel bearing piles with a concrete deck constructed adjacent to the Railway Pier for the purpose of supporting one side of the outer end of the lifting bridge comprising Work No. 4 commencing at reference point NM 85646 29873 and terminating at reference point NM 85640 29879.

An open piled platform on steel bearing piles with a concrete deck constructed remote from the Railway Pier for the purpose of supporting one side of the outer end of the lifting bridge comprising Work No. 4 and fitted with spring fendering protection commencing at reference point NM 85633 29885 and terminating at reference point NM 85624 29895.

Two open piled platforms on steel bearing piles with concrete decks constructed remote from the Railway Pier fitted with spring fendering protection for the purpose of protecting the lifting bridge comprising Work No. 4 from contact with vessels, including metal truss access walkways connecting those two platforms with each other and with the Railway Pier commencing at reference point NM 85609 29858 and terminating at reference point NM 85620 29880.

A steel lifting bridge supported at its inner end by the platform comprising Work No. 5 and at its outer end by the platforms comprising Works Nos. 1 and 2 having its outer end capable of moving vertically from a level of 2.1 metres above Chart Datum to a level of 7.2 metres above Chart Datum for the purpose of providing vehicular access from the Railway Pier to vessels berthed at Work No. 6 at all states of the tide commencing at reference point NM 85622 29867 and terminating at reference point NM 85640 29886.

An open piled platform on steel bearing piles with a concrete deck constructed adjacent to the Railway Pier for the purpose of supporting the inner end of the lifting bridge comprising Work No. 4 and providing vehicular access from the Railway Pier to the lifting bridge comprising Work No. 4 commencing at reference point NM 85612 29843 and terminating at reference point NM 85623 29868.

An open piled platform on steel bearing piles with a concrete deck constructed abutting upon the Railway Pier and fitted with spring fendering protection for the purpose of providing a berth for vessels commencing at reference point NM 85657 29885 and terminating at reference point NM 85694 29918.

Two open piled platforms on steel bearing piles with concrete decks constructed remote from the Railway Pier fitted with spring fendering protection, including metal truss access walkways connecting those two platforms with each other and with Work No. 6 commencing at reference point NM 85691 29922 and terminating at reference point NM 85718 29945.

Spring fendering on the face of the Railway Pier to facilitate berthing by vessels commencing at reference point NM 85700 29910, extending for a distance of 30 metres and terminating at reference point NM 85724 29927.