Laserfiche WebLink
IFOR REFERENCE ONLY <br />FACILITY DESIGN BY HG <br />SYM <br />REVISION <br />BY <br />APPROVED <br />DATE <br />SYM <br />A <br />777X CWC NEW BUILDING - RECORD WEIS 2548317 <br />KRW <br />DPB <br />01103117 <br />B <br />PFP SPAR PAINT BOOTH 1 AND 2 - IFC REMOVAL W5983281 <br />HG <br />RLT <br />08,09.19 <br />C <br />PFP SPAR PAINT BOOTH 1 AND 2 - RFI 0002 W5983281 <br />HG <br />RLT <br />09,13.19 <br />DATE 10, 25. 19 <br />REVISION <br />PARTIAL SLAB PLAN <br />SCALE: 1l8" = V-0" <br />BY I APPROVED I DATE <br />�BOE/NG° <br />RFI 0002 - 09.13.19 <br />Our difference <br />I' <br />is engineered. <br />www.harrisgroup.com <br />REVISION "C" ONLY <br />PROJECT NO: 0012630.06 <br />DRAWN: RVP PROJ MGR: REP <br />ENGINEER: KEW APPROVED: RLT <br />CHECKED: AMW DATE: 09,13.19 <br />ACCEPTABILITY MEMO <br />THIS DESIGN AND/OR CHECKE[ <br />SPECIFICATION IS APPROVED AHM <br />ENGINEE <br />APPROVED BY DEPT. DATE DPB <br />VA.19.1�� <br />lAIt SUBTITLE <br />10/09/14 REMOVAL - SLAB PLAN <br />10/09/14 <br />10I09114 TITLE PFP SPAR PAINT BOOTH 1 AND 2 <br />BUILDING 40-058 <br />STRUCTURAL MASTER COL. 3.50-4IA-B <br />U <br />C <br />LEGEND <br />SLAB ON GRADE, SEE SHEET S268 <br />v X FOR SLAB ON GRADE SCHEDULE <br />CJ CONTROUCONSTRUCTION JOINT, <br />SEE SHEET S280 FOR DETAILS <br />� DEMO IREMOVAL <br />— — — CHANGE IN BOTTOM OF SLAB ELEVATION <br />GENERAL NOTES <br />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, CONTRACTOR TO VERIFY LOCATION OF EXISTING BURIED UTILITIES PRIOR <br />TO SAWCUTTING AND EXCAVATION, <br />4. CONTRACTOR TO PROVIDE DUST MITIGATION DURING SAWCUTTING, <br />EXCAVATION, AND CONSTRUCTION. <br />® EXISTING CONCRETE TO BE REMOVED - SIZE TO BE DETERMINED WITH <br />FINAL LIFT SUBMITTAL. <br />© CONTRACTOR TO PROVIDE 4"0 CORE AT CORNER PRIOR TO SAW CUTTING <br />PER DETAIL 5/S591-03. <br />7. IF SOLDIER PILES ARE ENCOUNTERED DURING REMOVAL, CONTRACTOR <br />SHALL DEMOLISH TOP OF PILE 2FT BELOW FOUNDATION. <br />® REMOVE PORTION OF TILT -UP CONCRETE WALL AND METAL SIDING FOR <br />INSTALLATION OF NEW ROLL -UP DOOR AND MAN DOOR PER <br />ARCHITECTURAL. <br />BASED ON PRELIMINARY ANALYSIS NO SLAB REMOVAL IS REQUIRED FOR <br />PARIDURR STAIR COLUMNS AT THIS LOCATION. SLAB REMOVAL MAY BE <br />1� _�' CONTRACTOR TO TAKE CARE TO REMOVE SLAB IN THIS AREA, CHIP AWAY <br />SLAB TO TOP OF GRADE BEAM AND CAISSON CAP. CARE SHALL BE TAKEN <br />TO NOT DAMAGE GRADE BEAM, CAISSON CAP, AND EXISTING PIPING. <br />VERTICAL DOWELS FROM TOP OF GRADE BEAM MAY BE CUT. <br />11 BOTTOM OF SLAB MAY BE CHANGED TO 96'-0" AT CONTRACTORS OPTION, <br />REFERENCE DRAWINGS <br />40-058-S268 SCHEDULES <br />1.W 1.30 1.35 00 3@0 3.10 3.45 3.50 4.0 <br />10 <br />11 <br />12 <br />:: <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 rd <br />55 <br />56 <br />57 <br />58 <br />59 <br />60 <br />61 <br />62 <br />63 <br />64 <br />1.00 1.30 1.35 70 1.75 3�1 3.10 3.45 3.50 4.0 <br />0 4' 8' 16' 24' <br />SCALE: 1/8" = l'-0" <br />CURRENT REVISION SYMBOL q DATE <br />W5983281 (v' <br />SHEET <br />lS60R-14- <br />JOB NO. <br />W2548317 <br />EVERETT, WA DWG N0. 40-058-1S60R <br />09.13.19 <br />COMP NO. <br />O <br />O <br />0 <br />0 <br />o" <br />3 <br />3 <br />