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� <br />,` <br /> Page 4 - #4220 92-4026 <br />' 3 0 ENGINEERING REVIEW <br />� <br /> 3.1 Project Data <br /> The engineering recommendations made in this report are based on our understanding of the <br /> project as described in the following paragraphs. The recommendations are valid for a specific set <br /> of projert conditions. If the characteristics of the project change from those indicated in this <br />_ section, it is necessary that we be notified so we may determine whether the new conditions affect <br /> our recommendations. <br /> We understand it is proposed to construct new municipal facilities for the City of Orono. The initial <br /> portion of the construction will consist of a new public works building located in the southeast comer of <br /> the site. Located to the north of the pubiic works building at approximately the mid-point of the site <br />" along the eastern edge, a cold storage building is proposed, and a salt storage building located further <br />� <br /> to the north. Along the southwestern poRion of the site, a council chambers, city hall and police station <br />_ will be designed as individual suuctures attached by walkways. The initial phase of the work will invotve <br /> construction of a public works facility only. Also completed, but not included in this repoct, were two <br />�� soil borings for roadway, as well as three soil borings for a future water storage tank facility. <br /> Recommendations for the roadway and the water storage tank are provided in a separate report. Borings <br /> #12 through #16 are included on the sketch, however, for reference. <br /> Proposed first-floor elevations for each of the structures have been provided. We assume the construction <br /> will consist of single-story,slab-on-grade buildings without basements. Construction of basements would <br />- not be feasible due to tt�e relatively high groundwater tab�e. We assume lighter wood-framed construction <br /> , � twin c�t�+ tes�t�nq <br /> r�r+�r..-,.�n..n <br />