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FOR REFERENCE ONLY <br />I FACILITY DESIGN By HQ <br />SYM I <br />REVISION <br />BY <br />APPROVED <br />DATE <br />A <br />777X CWC NEW BUILDING - RECORD WBS 2548317 <br />KRW <br />DPB <br />01103/17 <br />B <br />PFP SPAR PAINT BOOTH 1 AND 2 - IFC REMOVAL W5983281 <br />HG <br />RLT <br />08.09.19 <br />SYM <br />DATE 10, 25.19 1 <br />SCALE: 1/8" =1'-O" <br />REVISION I BY I APPROVED I DATE <br />ire KCmuVAU <br />EXCAVATION - 08.09.19 <br />I Our difference <br />is engineered. <br />www.harrisgroup.com <br />REVISION "B" ONLY <br />PROJECT NO: 0012630.06 <br />DRAWN: RVP PROJ MGR: REP <br />ENGINEER: KBW APPROVED: RLT <br />CHECKED: AMW DATE: 08.09.19 <br />ACCEPTABILITY MEMO <br />THIS DESIGN AND/OR CHECKEC <br />SPECIFICATION IS APPROVED AHM <br />ENGINEEI <br />APPROVED BY DEPT. I DATE DPB <br />CHECKEE <br />REMOVAL <br />WE SUBTITLE <br />10/09/14 <br />10/09/14 <br />TITLE <br />10/09/14 <br />STRUCTURAL MASTER <br />REMOVAL - SLAB PLAN <br />PFP SPAR PAINT BOOTH 1 AND 2 <br />BUILDING 40-058 <br />COL. 3.50-4.00/B-C <br />LEGEND <br />OSLAB ON GRADE, SEE SHEET S268 <br />FOR SLAB ON GRADE SCHEDULE <br />B CJ CONTROUCONSTRUCTION JOINT, <br />SEE SHEET S280 FOR DETAILS <br />DEMO/REMOVAL <br />GENERAL NOTES <br />SPAR TRIM & DRILL MAT FOUNDATION, SEE <br />S504 SHEETS FOR MORE INFORMATION. <br />B CONSTRUCTION NOTES <br />EXTENT OF SAWCUT. SAWCUT FULL DEPTH OF SLAB, SEE SLAB SCHEDULE <br />S268. <br />CONTRACTOR TO VERIFY FOUNDATION LOCATIONS AND COORDINATE <br />WITH ENGINEER PRIOR TO SAWCUTTING. <br />3. <br />CONTRACTOR TO VERIFY LOCATION OF EXISTING BURIED UTILITIES PRIOR <br />TO SAWCUTTING AND EXCAVATION. <br />4. <br />CONTRACTOR TO PROVIDE DUST MITIGATION DURING SAWCUTTING, <br />EXCAVATION, AND CONSTRUCTION. <br />5. <br />IF SOLDIER PILES ARE ENCOUNTERED DURING REMOVAL, CONTRACTOR <br />SHALL DEMOLISH TOP OF PILE 2FT BELOW FOUNDATION, <br />REFERENCE DRAWINGS <br />40-058-S268 SCHEDULES <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 />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 <br />0 4' 8' 16' 24' <br />SCALE: 1/8" = l'-0" <br />CURRENT REVISION <br />W5983281 <br />SYMBOL <br />B <br />DATE <br />08.09.19 <br />SHEET <br />1S60R-19 <br />JOB NO. <br />W2548317 <br />COMP NO. <br />EVERETT, WA <br />DWG NO. 40-058-1 S60R <br />