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1 <br />Driveway <br />Major soil correction is not necessary in the driveway area. <br />Existing surface vegetation should be stripped and removed. <br />The grading plan should provide for a minimum of 1-1/2* of clean <br />sand and gravel sub-base below the pavement subgrade. Both sub­ <br />base course fill and the aggregate base course should be <br />compacted to 96X Maximum Modified Proctor Dry Density, A8TM D- <br />1667. <br />Once the stable subgrade has been established a conventional <br />flexible pavement design may be used. Such a design may consist <br />of 6** compacted granular base course, overlain by a minimum 2" of <br />hot-mix bituminous wearing surface. <br />GENERAL <br />The soil conditions have been established at our specific <br />test hole locations only. Conditions between and around the <br />borings are likely to vary, and interpolation or extrapolation of <br />the results is not warranted. <br />During construction all excavation, earthwork, fill <br />placement and compaction, piling installations snd foundation and <br />pavement installations should be monitored and tested by a Soil <br />Engi.ieer or qualified Engineering Technician. We would be pleased <br />to provide the necessary field engineering observation and <br />testing services. <br />j mmmikmMm r7 cMssMccaiwe <br />6.»'i 65 N£ <br />n' tio. 3L ’J06 <br />c*.