Specifications include, but are not limited to: Observation and Testing Review plans and geotechnical reports. Confirm site preparation and slope scaling are performed in accordance with the geologic / geotechnical recommendations in the attached reports. A certified Engineering Geologist from the GED will assist with this. Observe and document the verification testing. Observe and document the proof testing. Observe and document creep testing on specified soil nails. Observe and document the installation of all soil nails. Observe the installation of geocomposite drain material behind the shotcrete facing of the soil nail wall. Submit daily field reports to the GED before the end of each working day via email. Reports shall include results of compaction tests, description of construction activities and summaries of any verbal or written communication between the Inspector and any City or Consultant personnel present at the site. The remaining earthwork for the Project is expected be relatively minor; however, the Consultant may be required to: Collect samples of soils for laboratory testing as directed by the GED. For budgeting purposes, assume the following tests will be required: two (2) laboratory compaction tests (ASTM D1557) two (2) sieve analysis tests (ASTM D6913) Confirm excavations in the sidewalk area extend to the minimum recommended depth(s). Observe the exposed subgrade at the bottom of sidewalk excavations and confirm they are suitable for backfill...
