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vili I � �. a f <br />SCALE: 118" =1'-0" <br />m • 1 <br />I: <br />ISSUED FOR <br />CONSTRUCTION <br />FOUNDATION - 02.13.20 <br />i Our difference <br />is engineered. <br />www.harrisgroup.com <br />1.9 REVISION "C" ONLY <br />I CnCAIn <br />nX SLAB ON GRADE, SEE SHEET S268 <br />FOR SLAB ON GRADE SCHEDULE <br />CJ CONTROLICONSTRUCTION JOINT, SEE SHEET S280 FOR DETAILS <br />7E EXISTING <br />DEMOIREMOVAL <br />GENERAL NOTES <br />CONSTRUCTION NOTES <br />EXTENT OF SAWCUT. SAWCUT FULL DEPTH OF SLAB, SEE SLAB SCHEDULE <br />S268. <br />® CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING TUNNEL WALL <br />DURING SAW -CUTTING, <br />3. CONTRACTOR TO VERIFY LOCATION OF EXISTING BURIED UTILITIES PRIOR <br />B TO SAWCUTTING AND EXCAVATION, <br />4, CONTRACTOR TO PROVIDE DUST MITIGATION DURING SAWCUTTING, <br />EXCAVATION, AND CONSTRUCTION. <br />5 CONTRACTOR TO DETERMINE LOCATION AND REQUIRED WIDTH OF <br />DEMOLITION IN THE FIELD. SEE DETAIL A/S588-03. <br />C <br />REFERENCE DRAWINGS <br />7 <br />40-058-S268 SCHEDULES <br />40-058-S280 CONCRETE DETAILS <br />.00 1.30 1.35 1.70 1.75 3.0 3.10 3.45 3.50 4. <br />n 1 <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 />F30 <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 9t35 0t15 00 6 3so 9 <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 DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br />M. ACCEPTABILITY MEM 10/09/14 <br />WASH THIS DESIGN AND/OR CHECKED REM OVAL - S LAB P LAN W6164105 02.13.20 <br />A 777X CWC NEW BUILDING - RECORD WBS 2548317 KRW DPB 01/03/17 W �� ®� �I�'��� SPECIFICATION IS APPROVED ENGINEER 10/09/14 SHEET <br />BOE/AI'i `� TITLE PGB STRINGER BLADE <br />B PGB STRINGER BLADE - IFC EXCAVATION/REMOVAL W6164105 HG RLT 12.18.19 ! . ` APPROVED BY DEPT. DATE DPB 10109114 L <br />CHECKED 1 S60R-30 <br />C PGB STRINGER BLADE - IFC FOUNDATION W6164105 HG RLT 02.13.20 <br />BUILDING 40 � 53436 � w� APPROVED 058 <br />JOB NO. COMP N0. <br />� �GISTEg�'��"s�� <br />sSIONAL E� 13/2020 APPROVED STRUCTURAL MASTER COL..10-1.35/E-F EVERETT, WA DWG No. 40-058-1 S60R <br />