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CONCRETE LIFT —OUT - <br />PANELS, EQ SIZE <br />S521 —5 <br />1/l/2" CORRUGATED — <br />METAL DECK (18GA) <br />W/ 2" CONCRETE <br />(TOTAL DEPTH—") <br />TYP <br />EMBED PL, —� <br />SEE M <br />S521-10 <br />CL <br />EMBED— a <br />00 <br />PL <br />I <br />u CONCRETE LI <br />S521-5 PANELS, EQ <br />8" WALLS <br />UTILIDOR, TY1 <br />L EMBED PL <br />PS-1 SIM, <br />Ld SEE <br />L44>�V2 LEDGER, IAQ- ME <br />TYP <br />VAULT N4 PLAN AT GRADE REMOVAL <br />SCALE, 1 /4 1 —0" <br />I <br />I <br />�1 <br />I <br />I <br />BY APPROVED DATE SYM <br />20808468 SITTS HKL 02.2M'I <br />�rJ <br />f I EMBED PLATE <br />S521-9 TYP 9 LOCS <br />I i\L_\✓i\ajl I%J fell Vn1i Ivl <br />CONN BY OTHERS, TYP <br />RTU� -_ v", <br />VAULT, N1 PLAN - AT GRADE �'1 � � �/ SEE ARCH <br />SCALE: 1 4=1 ' — 0" 4 <br />S5� 1 A.530-1 �4 <br />(E) LID <br />(N) BEAM AT EL <br />CHANGE <br />(N) CONCRETE LIFT-0 <br />PANELS, TYP I <br />TO WALL ELEVATION = DE <br />OUT PANEL <br />L WITH PANEL) <br />S521 —8 <br />CL EMBED <br />PL, TYP <br />00 <br />I <br />L <br />BURIED 16" CIP SLAB W/ <br />5 0 6" TOP EW <br />6 @ 6 BOT EW <br />WELDED STEEL BAR GRATING, BAR <br />SIZE W-19-2-2"XY16" SERRATED TOP <br />SURFACE, RODS INCLUDE BAR BANDS <br />AT SIDES <br />PRECAST TO CIP VAULT <br />CONN BY OTHERS, TYP <br />VAULT N3 PLAN - AT GRADE <br />SCALE: 1 /4"=1'--0" <br />DRAWN DATE SUBTITLE <br />ACCEPTABILITY J. KAMLA 07.07.20 <br />THIS DESIGN AND/OR CHECKED <br />SPECIFICATION IS APPROVED E. FLETCHER 07.07.20 <br />NOINEER TITLE <br />APPROVED BY DEPT. F6ATE E. FLETCHER 07.07.20 <br />CHECKED- <br />B. LESLIE 07.07.20 <br />STRUCTURAL MASTER <br />LEGEND <br />01 <br />DENOTES TYPE AND LOCATION OF REINFORCED <br />CONCRETE LID PANELS, ARROW INDICATES <br />PRIMARY REINFORCING DIRECTION. <br />f,CC« INDICATES STEP IN CONCRETE ELEVATION. <br />1, PROTECT TRENCH LIDS FROM DAMAGE DURING <br />A <br />REMOVAL, STORAGE AND REPLACEMENT. REMOVE AND <br />DISPOSE OF EXISTING PIPE SUPPORTS ASSOCIATED WITH <br />5521 1 <br />PIPING DEMOLITION THAT DO NOT CONTRIBUTE TO THE <br />AT ROOF <br />SUPPORT OF EXISTING PIPING TO REMAIN. REMOVE <br />AND DISPOSE OF ACCUMULATED DEBRIS WITHIN <br />FOR TYP HSS BASE <br />TRENCH. COORDINATE WORK AND DISPOSAL WITH <br />DETAIL SEE <br />BOEING AND EHS. PROVIDE AND EXECUTE TRAFFIC <br />CONTROL AND LID REMOVAL AND REPLACEMENT <br />S55 <br />SEQUENCING PLANS. PROVIDE FALL PROTECTION FOR <br />OPEN TRENCHES PER OSHA AND WISHA REQUIREMENTS. <br />2. COORDINATE WORK WITH MECHANICAL AND ELECTRICAL <br />DRAWINGS. <br />REMOVE CONCRETE TRENCH LIDS, STORE DURING <br />DURATION OF WORK AND REPLACE AFTER PIPING WORK <br />IS COMPLETE, SEAL ALL LID EDGES WITH SIKAFLEX-1C <br />SL OR APPROVED EQUIVALENT POLYURETHANE JOINT <br />SEALANT WITH FOAM BACKER RODS AFTER <br />REPLACEMENT. <br />[0-51 <br />" s tts, hil I <br />d a <br />CIVIL I STRUCTURAL I SURVEY <br />4815 CENTER STREET I TACOMA, WA. 98409 <br />PHONE: (253) 474-9449 I FAX: (253) 474-0153 <br />http://www.sittshill.com/ <br />Project NO.: 17659 Project Mgr,: OKL <br />Proj, Engineer: EMi' Proj. Drafter: JDK <br />02,22,21 <br />