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PARTIAL SLAB PLAN <br />SCALE: 1/8" =1'-0" <br />1 ct,-%cnln <br />OSLAB ON GRADE, SEE SHEET S268 FOR SLAB ON GRADE SCHEDULE <br />CJ CONTROL/CONSTRUCTION JOINT, SEE SHEET S280 FOR DETAILS <br />B AECJ ARMORED JOINT, SEE SHEET S280 FOR DETAILS <br />E EXISTING <br />0 DEMO/REMOVAL <br />C <br />�m <br />GENERAL NOTES <br />0 /�/ p 5 wxxc� �/ �/ � �- xs/ 9 X��/ � �// <br />F <br />CREVFyY OF � EWED g��R�rP F <br />ISSUED FOR H <br />CONSTRUCTION J <br />FOUNDATION - 02.13.20 <br />K <br />I Our difference <br />is engineered. <br />L <br />www.harrisgroup.com <br />1 REVISION "C" ONLY <br />CONSTRUCTION NOTES <br />EXTENT OF SAWCUT. SAWCUT FULL DEPTH OF SLAB, SEE SLAB SCHEDULE <br />S268. <br />O CONTRACTOR TO COORDINATE DEMOLITION OR FILLING OF EXISTING <br />TRENCH WITH BOEING AND ENGINEER, <br />CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING TUNNEL WALL <br />DURING SAW -CUTTING. <br />4. CONTRACTOR TO VERIFY LOCATION OF EXISTING BURIED UTILITIES PRIOR <br />TO SAWCUTTING AND EXCAVATION. <br />5, CONTRACTOR TO PROVIDE DUST MITIGATION DURING SAWCUTTING, <br />EXCAVATION, AND CONSTRUCTION. <br />F�� ACTOR TO DETERMINE LOCATION AND REQUIRED WIDTH OF <br />DEMOLITION IN THE FIELD. SEE DETAIL A/S588-02. <br />REFERENCE DRAWINGS <br />40-058-S268 SCHEDULES <br />40-058-S280 CONCRETE DETAILS <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 0 0 @ <br />DRAWN: RVP PROJ MGR: REP 0 4' 8' 16' 24' <br />ENGINEER: AB APPROVED: RLT <br />SCALE: 1 /8" =1'-0" <br />CHECKED: AMW DATE: 02.13.20 <br />SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN 7ATE SUBTITLE CURRENT REVISION SYMBOL DATE <br />A 777X CWC NEW BUILDING - RECORD WBS 2548317 KRW DPB 01/03/17 0 0 M.1 THIS EACCES GN AND/OR TABILITY CHECKED REMOVAL - SLAB PLAN W6164105 C 02.13.20 <br />SAS <br />SPECIFICATION IS APPROVED AHM SHEET <br />B PGB STRINGER BLADE - IFC EXCAVATION/REMOVAL W6164105 HG RLT 12.18.19 ® N `� o APPROVED BY DEPT. DATE ENGINEER 10/09/14 TITLE PGB STRINGER BLADE <br />""Al®W" !` '` CHECKED 1 S60R-40 <br />�� <br />C PGB STRINGER BLADE - IFC FOUNDATION W6164105 HG RLT 02.13.20 <br />L� � 53436 .9 �j� APPROVED <br />BUILDING 40-058 JOB NO. COMP NO. <br />� <br />�sSIDNAL ER 13/2020 APPROVED STRUCTURAL MASTER COL..10-1.351G-H EVERETT, WA DWG No. 40-058-1S60R <br />A <br />