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$ 7 i I <br />SCALE: 1/8" = T-0° <br />®F IVAsgl� <br />r <br />,po 53436 <br />�GIS`d'kg�' �w <br />., Q'yI'CIVAL ECG <br />NOT I N11" <br />FOR CONSTRUCTION <br />ACCEPTABILITY <br />�MEM <br />THIS DESIGN AND/OR <br />cHEc <br />SPECIFICATION IS APPROVED <br />AHIM <br />ENGI <br />APPROVED BY <br />I DEPT. <br />I DATE <br />,DPB <br />WE SUBTITLE <br />10 09 14 <br />10 09 14 <br />10/09/14 TITLE <br />STRUCTURAL MASTER <br />Our difference <br />is <br />e�ar�reic. <br />w� �W., I i ssrD p,DD€ <br />EVIiSION "B" 60s L " <br />PROJECTIIOp 0612630.08 <br />DIRAWN: R'V`P PROJ AGP:: RLT <br />ENGINEER:: KBW APPROVED: RLT <br />CHECKED: A`VW ?;;I'E: `CX.X:(,X>i <br />FOUNDATON PLAN <br />PFP SPAR PAINT BOOTH 1 AND 2 <br />BUILDING <br />COL. 3.45-5/AB-B <br />LEGEND <br />1. SEE SHEET S2, <br />2. CX-XX <br />CAISSON ICAISSON <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 />—� T/CAISSON CAP ELEV = 97'.0" U,N,O. <br />2� T/FOOTING ELEV = 97'-0" U.N.O. <br />1. SEE SHEET S265 FOR CAISSON DETAILS, <br />L0 9 <br />.3 9 <br />.7 .0 .1 ,4 ,5 1p <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 />GO <br />G1 <br />62 <br />63 <br />64 <br />13 0 0 o @ 0 <br />0 4' 8' 16' 24' <br />SCALE: 1/8" = V-0" <br />4VRR CIVI RCVIJIVIV JiIVI�VL VHIG <br />W5983281 � XXXX.XX <br />006"10-14 <br />SHEET <br />JOB N0, COMP NO. <br />W2548317 <br />EVERETT, WA DWG NO. 40-058-OOS10 <br />