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i <br />PARTIAL FOUNDATION PLAN <br />SCALE: 1 /8" = T-O" <br />SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �g0 M. ACCEPTABILITY MEM <br />A 777X CWC NEW BUILDING - RECORD WBS 2548317 KRW DPB 01/03/17 of WAS THIS DESIGN AND/OR AH <br />� w SPECIFICATION IS APPROVED EC HM <br />ENGII <br />B PFP SPAR PAINT BOOTH 1 AND 2 - IFC FOUNDATION W5983281 HG RLT 10,25.19 ""AiL <br />��� DPB <br />x � APPROVED BY DEPT. DATE ppg <br />``' CHEC <br />" 4, 53436 w� APPR <br />�ol�GISTF"?- �lt�APPR <br />SIONAL Y2512019 <br />CITY 011- <br />,P. <br />lAlt SUBTITLE <br />10109/14 <br />10/09/14 <br />TITLE <br />10/09/14 <br />STRUCTURAL MASTER <br />FOUNDATION-10.25.19 <br />Our difference <br />I is engineered. <br />www.harrisgroup.com <br />® f ' REVISION "B" ONLY <br />PROJECT NO: 0012630.06 <br />DRAWN: RVP PROJ MGR: REP <br />ENGINEER: KBW APPROVED: RLT <br />CHECKED: AMW DATE: 10.25.19 <br />FOUNDATION PLAN <br />PFP SPAR PAINT BOOTH 1 AND 2 <br />BUILDING 40-055 <br />COL. 3.45-5/AB-B <br />LEGEND <br />1. Stt SFitt 15L. <br />2. CX-XX <br />CAISSON —lILCAISSON <br />DIAMETER, FT LENGTH, "L" FT <br />3. GB-X GRADE BEAM, SEE SHEET S266 <br />FOR GRADE BEAM SCHEDULE <br />4. CAP-X CAISSON CAP, SEE SHEET S265 <br />FOR CAISSON CAP SCHEDULE <br />5. FX FOUNDATION, SEE SHEET S266 FOR <br />FOOTING SCHEDULE <br />GENERAL NOTES <br />T/CAISSON CAP ELEV = 97'-0" U.N.O. <br />T/FOOTING ELEV = 97'-0" U.N.O. <br />CONSTRUCTION NOTES <br />CONTRACTOR TO TAKE CARE TO REMOVE SLAB IN THIS AREA. CHIP AWAY SLAB <br />► TO TOP OF GRADE BEAM. CARE SHALL BE TAKEN TO NOT DAMAGE GRADE <br />BEAM. <br />REFERENCE DRAWINGS <br />1. SEE SHEET S265 FOR CAISSON DETAILS. <br />.3 .7 .7 .1 <br />10 <br />11 <br />12 <br />13 <br />15 <br />16 <br />17 <br />18 <br />19 <br />20 <br />21 <br />22 <br />23 <br />24 <br />25 <br />26 <br />27 <br />28 <br />29 <br />30 <br />31 <br />32 <br />33 <br />34 <br />35 <br />36 <br />37 <br />38 <br />39 <br />40 <br />41 <br />42 <br />43 <br />44 <br />45 <br />46 <br />47 <br />48 <br />49 <br />50 <br />51 <br />52 <br />53 <br />54 <br />55 <br />56 <br />57 <br />58 <br />59 <br />60 <br />61 <br />62 <br />63 <br />64 <br />00 0 0 (90 00 <br />0 4' 8' 16' 24' <br />SCALE: 1/8" = l'-O" <br />CURRENT REVISION SYMBOL DATE <br />W5983281 B 10.25.19 <br />SHEET <br />OOS10-14 <br />JOB NO. COMP NO. <br />W2548317 0 <br />EVERETT, WA DWG NO. 40-058-OOS1 O <br />