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Highway Slope Manual

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-A4<br />

Notes: (-) An example of a programme for the GA of a highway project is given in<br />

Figure C-. The actual programme and milestones should dovetail those of<br />

the highway project.<br />

(2) More than one team of geotechnical engineers and technical personnel may<br />

be needed and the programme may have to be adjusted, depending on the size<br />

of the study area and the number of alternatives to be considered.<br />

C.5 Geotechnical Personnel for the GA<br />

The Consultants shall engage professionally qualified persons with an adequate level of<br />

experience in geotechnical engineering and/or engineering geology to carry out the work under<br />

this Assignment. A professionally qualified person with suitable local experience in<br />

geotechnical engineering shall be in charge of the Assignment. A suitable qualification is<br />

Registered Professional Engineer (Geotechnical). This person shall scrutinize the relevance,<br />

adequacy and quality of all information collected, carry out the site walkover survey and prepare<br />

the GA Report personally.<br />

C.6 Information to be Provided by the Employer<br />

The Consultants shall search for and obtain all relevant published and publicly available<br />

information additional to those identified in the Geotechnical Report. All other information held<br />

by the Employer and relevant to the GA will be provided to the Consultants free of charge.<br />

* * * * *<br />

Notes: (-) The items given in Section C.2 of this Model Brief for GA are for guidance only.<br />

The project engineer should modify the items of the Brief as appropriate, taking<br />

into account the need, scale and complexity of the project.<br />

(2) For Government highway projects, the guidelines given in the Project<br />

Administration Handbook Volume 11 Chapter 4 (Government of Hong Kong,<br />

-992) should be followed in the preparation of the preliminary design of the<br />

geotechnical works and hazard mitigation measures as stated in C.2(j)(i) above.<br />

The preliminary design may be based on assumed parameters and information<br />

collected in the desk study and site reconnaissance, with appropriate sensitivity<br />

analyses carried out.

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