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J.LYn 17 04 11 : 41a on Grose Racing -367-7994 p. 1 <br /> c R s NEIL O. ANDERSON &ASSOCIATES, INC. <br /> (:rF,OTF.C'11NIC)11.-P:NVIR(>NMtiN'1'AI-•C)ROt1N!)WA'1'L'R•1NSP1'sC.'1'iOA'S•TESTING•LABQRA'rORY tiF.RVIC'ES <br /> ?� <br /> y Wfins3Tli: www.noanticrsuu.coul <br /> Z 40 UMAIL: vua�ryuoalRlcrs nl.cmu CORPORATE OFFICE SACIZArv1w;N'CO OFFI('F. <br /> Q CHICO (530)R91..G,i(14 22 l l(ILLC(UII I-:I17C +{??I i\IIl'll(g:11U ISUl1ICYJ1')f,)LLILC(i <br /> tiMCKTON ('09).{7^_ 1047 Lodi,Cali()nli, 95240 SAL'r:(17IC71t0,Cali7i)a1ia 95834 <br /> 4`f'S Q C, RANCHO CORPOVA U (209)3(17-.1701( IG)G 11-4455 FAX(207)333-8303 (910929-9267 <br /> FAX (916)929.9,69 <br /> --------------- <br /> June 30,2003 �T 1 7A) <br /> Job Number <br /> Terry Jorgenson <br /> I�i�<< C>> <br /> Jorgenson General Builder 2004 <br /> 1995 Larson Road <br /> Lodi, CA 95242 ENVIRONMENT HEALTH <br /> Subject: Oxford l±arms PERMIT/SERVICES <br /> Fast Harney Lane <br /> Lodi,Calfornia <br /> Permit Number 0301978 <br /> ENGINEER SITE VISIT OBSERVATIONS <br /> Date Representative <br /> 6-30-03 G.Hubbart <br /> SUMMARY OF ENGINEER SITE OBSERVATIONS: An engineer from our office observed the luoti.ng <br /> excavations to verify if expansive soils are present. Clayey sands were encountered from the surface to <br /> 6-12"in depth. The clayey sands were underlaying by sandy lean clays which are expansive. Oul'office <br /> recommends a two stage pour be constructed, Footin(* <br /> s are Once oting ' <br /> is placed the interior subgrade should be saturated. Footings vel <br /> lwillact as as dike•A 1 epres ntat ve8"deep. is pouredtfromaour <br /> office should be contacted to verity subgrade saturation 48 hours prior to slab pour. Footings should have <br /> a#4'T+B(2 bars)continuous around perimeter. Number 4 dowels at 24"o/c should be used to lie slab <br /> to lootings. Dowels should extend 18"minimum into slab and extend to within 3"of bottom of looting. <br /> Slab reinforcement should be 3#at 24"o/c or if fabric wire is used,sheets should be used to ensure proper <br /> placement. <br /> We have employed accepted engineering and testing procedures. However, we do not undertake the <br /> guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a <br /> completed project conforming to the project plans and specifications. <br /> NEIL O.ANDERSON& ASSOCIATES,INC: <br /> GsS`t1.r HubiI'arlt,Generalanager <br /> Registered Geotechnical Engineer 2588 <br /> CSI 11 Isi 06-1:.13.wpd1 <br />