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PARTIAL FOUNDATION PLAN <br />SCALE: 1/8" = l'-0" <br />SYM I REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE <br />A 777X CWC NEW BUILDING - RECORD WBS 2548317 KRW DPB 01/03/17 <br />B PGB STRINGER BLADE - IFC FOUNDATION W6164105 HG RLT 02.13.20 <br />.�g0 M. <br />qF WkzS�r <Q <br />ACCEPTABILITY <br />THIS DESIGN AND/OR <br />UKAWN <br />MEM <br />UA I t <br />10/09/14 <br />SUBTITLE <br />CHECKED <br />A-1 � <br />SPECIFICATION IS APPROVED <br />AHM <br />10/09/14 <br />O <br />ENGINEER <br />TITLE <br />APPROVED BY <br />DEPT. <br />I DATE <br />DPB <br />10/09/14 <br />,S,�37 <br />G STER�'����w� <br />'S'IONAL <br />LEGEND <br />1. SEE SHEET S2. <br />2. CX-XX <br />CAISSON —1 LCAISSON <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 />GENERAL NOTES CB <br />T/CAISSON CAP ELEV = 97'-0" U.N.O. <br />2. SEE 1 S60 SLAB PLANS FOR PGB COLUMN LOCATION <br />I ,/ 6" STEP IN TRENCH WALL AT RIBBON TRENCH. <br />CONSTRUCTION NOTES <br />REFERENCE DRAWINGS <br />1. SEE SHEET S265 FOR CAISSON DETAILS. <br />.3 .7 .7 .1 <br />A n <br />B <br />c <br />D <br />E <br />F <br />R evilI` <br />H <br />ISSUED FOR <br />CONSTRUCTION <br />FOUNDATION - 02.13.20 <br />K <br />Our difference <br />is engineered. <br />L <br />www.harrisgroup.com <br />® @ REVISION "B" ONLY <br />10 <br />11 <br />12 <br />13 <br />14 <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 />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 />PROJECT NO: 0012630.09 .3 00 <br />DRAWN: RVP PROD MGR: REP 0 4' 8' 16' 24' <br />ENGINEER: AB APPROVED: RLT SCALE: 1/8" =1'-0" <br />CHECKED: AMW DATE: 02.13.20 <br />CURRENT REVISION SYMBOL DATE <br />FOUNDATION PLAN W6164105 B 02.13.20 <br />SHEET PGB STRINGER BLADE OOS10-40 <br />BUILDING 40-058 JOB NO. <br />STRUCTURAL MASTER COL..10-1.30/G-H EVERETT, WA DWG NO. <br />40-058-OOS10 <br />COMP NO. <br />0 <br />