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CL EMBED PL <br />I <br />i <br />w <br />z <br />9 <br />0 <br />z <br />w <br />Q <br />LL <br />C) <br />CIA <br />C) <br />C) <br />co <br />M i1h 1i/-\n/-�f AA(®K Ii K1liT ..., II - P-.,-e-,,, ,__-n <br />( � DETAIL <br />S14.3 S14.4 SCALE: 1 1 /2" = 1 9_099 <br />NOTES: <br />1. SHADED ELEMENTS ON 514.3 AND 514.4 SHALL <br />BE DESIGNED BY THE VAULT LID MANUFACTURER. <br />2. HSS 12x6x5/8 HAS BEEN SELECTED BY THE <br />ENGINEER AS SATISFYING THE LOADING <br />REQUIREMENTS. LID MANUFACTURER TO CONFIRM <br />THE SUITABILITY OF THIS SECTION OR DESIGN <br />AN ALTERNATE SECTION. <br />16015th Avenue, Suite 1300 <br />Beanie, Washington 08101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />L 3/8 x 12 x '15'-0" <br />CABLE DRUM PER <br />S14.4 S14.3 <br />1" CENTRAL <br />FUNNEL CORBEL <br />PL, GRADE 50KS1 <br />(22) #8 BAR <br />W/TERMINATORS, TYP <br />5" TO FIRST ROW OF <br />5 3 4 0x12 WHS <br />4 1 /2" <br />0 <br />a <br />(6) <br />2 1 /2" <br />( 2 � DETAIL -CENTRAL <br />S14.3 S14.4 SCALE: 1 1/2" = 1'-0" <br />A 12/08/1 % SK I ISSUED FOR BID AND PERMIT, <br />NO, DATE I BY I REVISION NO. DATE BY <br />4 1 /299 <br />LID, PERIMETER F <br />AND MELDED PLA' <br />TO BE DESI <br />M/ <br />1 99 <br />TOP OF <br />HSS 12x6 <br />1" LID PL <br />SHIM PL <br />BOTTOM OF <br />HSS 12x6 <br />w <br />5" TO FIRST ROW OF <br />5 3 4 Ox12 WHS <br />5/8" E <br />ram'. <br />FUNNEL CORBLE PL ANCHORAGE <br />fdimmim <br />PROJECT ENGINEER: <br />A. BERGMAN <br />DESIGNED BY: <br />P. BAH MAN <br />DRAWN BY: <br />T. LEMONS <br />APPROVED BY: <br />2 3/8" 2 3/899 <br />(__A SECTION <br />514.4 S14.4 SCALE: 3" = 1'-0° <br />IF SHEET IS LES THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />