Laserfiche WebLink
Project No.: 2157-S <br />1433 Cypress Ave, Santa Ana <br />CITY OF SANTA ANA <br />Planr0gWn02Ruilding Agency <br />7) <br />8) <br />9) <br />No rock over 3 inches in greatest dimension shall be used in fill unless <br />by the Soils Engineer. <br />No fill materials should be placed, spread or rolled during unfavorable <br />Approved <br />[ RYPOISSUANCE <br />Master ID: <br />raWer conditions. <br />When work is interrupted by heavy rains, fill operations should not be resumed until the field <br />tests by the Soils Engineer indicate that the moisture content and density of the fill are as <br />previously specified. <br />No jetting or water tamping of fill soils shall be permitted. <br />10) Unless otherwise specified, all other fills and backfills should be compacted to at least 90 <br />percent of maximum laboratory density. <br />11) The compaction characteristics of all fill soils shall be determined by ASTM D-1557 <br />standard. The field density and degree of compaction shall be determined by ASTM D- <br />1556, or by other ASTM standard methods that are acceptable to the governing public <br />agency. Field density tests should be taken at every two vertical feet or for every 500 cubic <br />yards of fill placed, whichever is more restrictive. <br />12) Observation and testing of all compaction shall be under the direction of the Soils Engineer. <br />The Soils Engineer shall advise the owner and grading contractor immediately if any <br />unsatisfactory soils related conditions exist and shall have the authority to reject the <br />compacted fill ground until such time as corrective measures necessary are taken to <br />comply with the specifications. <br />13) The Soils Engineer should be notified at least 2 days in advance of the start of grading. A <br />joint meeting between a representative of the client, the contractor, and the Soils Engineer <br />is recommended prior to grading to discuss specific procedures and scheduling. <br />PACIFIC GEOTECH, INC. <br />