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from the responsibility of performing the work in such a manner as to provide a satisfactory job
that meets the requirements of the project plans and specifications, or from meeting contractual
obligations to the owner.
5.1.5 Geoteehnical Report
This report has been prepared for design purposes for Fry's Electronics and its design consultants
for this project only. The entire report should be provided to contractors for their bidding or
estimating, but not as a warranty of the subsurface conditions. We cannot be responsible for the
interpretation by others of the information contained in this report.
5.1.6 Construction Site Safety
Our scope of sen-ices did not include construction safety practices and this report is not intended
to direct construction means, methods, techniques, sequences, or procedures, except as
specifically described, and then only for consideration in design, not for construction guidance.
The c,:::tractor should be made responsible for construction site safety and compliance with
local, state, and federal requirements.
5.2 EARTHWORK
5.2.1 General
Earthwork consists of clearing and stripping, removal of existing pavements, excavating, placing
and compacting fill, utility trench backfilling, structural excavating and backfilling, and all
subsidiary work necessary to complete the grading of the developed areas to conform with the
lines, grades, and slopes shown on the plans.
Terms used in this section are defined as follows:
Percent Compaction is the required in -place dry density of the material, expressed as a
percentage of the maximum dry density of the same material as determined in the laboratory by
ASTM Standard D 1557-91 ('Modified Proctor).
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Copy,o, 2000 K:,,nfcido Inc