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KENNETH G. OSBORNE & ASSOCIATES <br />January 2l, l9AA <br />lrl. R. Haynes & Co. <br />3829 Birch Street <br />Newport Eeach, Cal i+ornia 92660 <br />Attentron: l'1r. Bob Steaffens <br />Subject:Eradrng PIan Review <br />32205 S. Fairview Street <br />Senta Ana, CaIi{ornia <br />Reference: I Gradrng P 1an, Industrial Building <br />3220 S. Fairview Street <br />by w. R. Haynes & Co. <br />December 14, 1987 <br />2. Geotec nical InvPSti qation <br />Kleenlrne Building <br />Farrviela & Al ton <br />Santa Ana, Cali+ornia <br />by Kenneth G. Os borne <br />November 5, 1987 <br />&AEEoc i a tes <br />Gentlemen: <br />As requested, a revier", has been made o+ the re+erenced <br />grading pIan. Thrs rev-iew has been +or geotechnical purposes <br />only and no opinron is expressed concerning any other aspecto+ this plan. <br />In the re+erenced geotechn.ical report, rec ornmenda ti on s <br />r{ere given 4ar paving with asphaltic concrete. The grading <br />plan calls for the paving on this project now to be 6 inches <br />o{ Portland cement concrete. It must be noted that this <br />pavemernt design did not come +rom this o+rice and as such, <br />no opinion is o++ered as to its adequacy. <br />Job No. 4871 Paqe 1 <br />GEOTECHNICAL ENGINEEBING 17141 MUBPHY AVENUE IRVINE, CALIFORNIA 9271' <br />,4/t- <br />0 <br />I r <br />s <br />I <br />Q11) 171.m01