Laserfiche WebLink
J. H. KLEINFILDER ASSOCIATES File No. S-2314-1 <br /> August 15, 1978 <br /> PAGE THIRTEEN <br /> 3 . The subgrade soil and aggregate base <br /> T should be compacted to a minimum of <br /> r, <br /> 95 percent of ASTM D-1557-70 test <br /> T density. <br /> 4. The aggregate base and asphalt concrete <br /> T- materials should conform to the specifications <br /> stated in Sections 26 and 39 , respectively, <br /> of the State of California Standard Specifications , <br /> latest edition. <br /> ADDITIONAL SERVICES <br /> .0 <br /> This report completes our present scope of work on this <br /> project. As the design is finalized and specifications and <br /> working drawings are prepared, your office may consult with <br /> I us on unanticipated problems or questions . Upon request, <br /> ' our firm can provide guide specifications for items pertaining <br /> to our report. We recommend that a review copy of the foundation <br /> and grading plans and specifications be provided to our firm <br /> prior to issuance of these documents for bidding purposes . <br /> �d This report is based on the assumption that an adequate <br /> program of inspections and tests will be performed during <br /> construction to verify construction compliance with these <br /> J <br /> recommendations . These tests and inspections would be addi- <br /> tional services provided by our firm. The costs for these <br /> services are not included in our present fee arrangements . <br /> The recommended tests and inspections include, but are not <br /> necessarily limited to, the following: <br /> 1 . Continuous observation and testing during <br /> site preparation, grading and placement of <br /> Engineered Fill . <br /> 2. Inspection of footing excavations prior to <br /> placement of concrete . <br /> J <br />