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PARTIAL SLAB PLAN <br />SCALE: 1/8" = V-0" <br />FOR REFERENCE ONLY <br />FACILITY DESIGN By HQ <br />DATE 02.13.20 <br />REMOVAL <br />F <br />G <br />I T Y 0 V rE R E TT <br />IFC REMOVALI J <br />EXCAVATION-12-18.19 <br />K <br />I Our difference <br />is engineered. <br />L <br />www.harrisgroup.com <br />REVISION "B" ONLY <br />1 Cr-%Cnin <br />OSLAB ON GRADE, SEE SHEET S268 FOR SLAB ON GRADE SCHEDULE <br />CJ CONTROL/CONSTRUCTION JOINT, SEE SHEET S280 FOR DETAILS <br />7E EXISTING <br />DEMOIREMOVAL <br />GENE11 RAL NOTES <br />CONSTRUCTION NOTES <br />EXTENT OF SAWCUT. SAWCUT FULL DEPTH OF SLAB, SEE SLAB SCHE <br />S268. <br />CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING TUNNEL <br />DURING SAW -CUTTING. <br />3. CONTRACTOR TO VERIFY LOCATION OF EXISTING BURIED UTILITIES F <br />TO SAWCUTTING AND EXCAVATION. <br />4. CONTRACTOR TO PROVIDE DUST MITIGATION DURING SAWCUTTING, <br />EXCAVATION, AND CONSTRUCTION. <br />REFERENCE DRAWINGS <br />40-058-S268 SCHEDULES <br />40-058-S280 CONCRETE DETAILS <br />1.00 1.30 1.35 1.70 1.75 3.1 3.45 3.50 4. <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 />PROJECT NO: 0012630.09 taa 6 6 tla 1.75 <br />DRAWN: RVP PROD MGR: REP 0 4' 8' 16' 24' <br />ENGINEER: AB APPROVED: RLT <br />SCALE: 1/8" = V-0" <br />CHECKED: AMW <br />DATE: 12.18.19 <br />SYM <br />REVISION <br />BY <br />APPROVED <br />DATE <br />SYM <br />REVISION <br />BY <br />APPROVED <br />DATE <br />(a) <br />ACCEPTABILITY <br />THIS DESIGN AND/OR <br />SPECIFICATION IS APPROVED <br />DRAWN <br />MEM <br />DATE <br />10�?9/14 <br />SUBTITLE <br />REMOVAL -SLAB PLAN <br />CURRENT REVISION <br />W6164105 <br />SYMBOL <br />B <br />DATE <br />12.18.19 <br />A <br />777X CWG NEW BUILDING -RECORD WBS 2548317 <br />KRW <br />DPB <br />01�13/17 <br />CHECKED <br />AHM <br />10/09/14 <br />SHEET <br />1 S60R-35 <br />B <br />PGB STRINGER BLADE - IFC EXCAVATION/REMOVAL W6164105 <br />HG <br />RLT <br />12.18.19 <br />BY <br />DEPT. <br />DATE <br />ENGINEER <br />ENGINEER <br />DPB <br />10109/14 <br />TITLE PGB STRINGER BLADE <br />BUILDING 40-05 R V <br />STRUCTURAL MASTER COL..10-1.35/F-G EVERETT, WA <br />CHECKED <br />APPROVED <br />JOB NO. <br />COMP NO. <br />APPROVED <br />DWG NO. 40-058-1 S60R <br />