1. All public streets shall be maintained free of dust and mud caused by grading operations.
  2. All cesspools, septic tanks, etc., to be abandoned shall be filled or removed in accordance with the City of Palmdale Standards and Certified by the Soils Engineer.
  3. Any existing wells to be abandoned shall be capped in accordance with Los Angeles County Health Department regulations.
  4. The Developer's Engineer shall set grade stakes for all drainage devices and the contractor must obtain inspection before placing concrete.
  5. Not less than one Field Density Test will be made for each 2 feet vertical of fill, nor less than one such test for each 1,000 cubic yards of material placed.
  6. Finish Grading will be completed and approved, and Slope Planting and Irrigation Systems installed before Occupancy of Building.
  7. Estimated Cut = Cubic Yards. Estimated Fill = Cubic Yards.
  8. These quantities are raw numbers only. See Earthwork Breakdown on this sheet for estimated losses due to grubbing, processing and compaction.
  9. Field density will be determined by the Sand-Cone method A.S.T.M. D1556-82. In fine-grained cohesive soils, field density may be determined by the Nuclear Density method A.S.T.M. D2922 & D3017 provided not less than 10% of the required Density Tests uniformly distributed are by the Sand-Cone method. The method of determining Field Density and location and approximate elevation shall be shown in the Compaction Report. Other methods may be used if recommended by the Soils Engineer and approved in advance by the Building Official.
  10. No rock or similar material greater than 6" in diameter will be placed in the fill unless recommendations for such placement have been submitted by the Soils Engineer in advance and approved by the City Engineer.

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