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WC[ <br />1 9 _ 1099 299 <br />� �y9 <br />DETAIL m BENT PL <br />CORNER GUARD <br />S10.1, S18.1IS10.3 SCALE 1 1/2" = 1'-0" <br />1/4"x6" BENT PL CORNER GUARD <br />W/ 1 /2" Ox6" WHS @ 19-69' OC <br />NOTE: <br />FOR CORNER GUARD DETAIL <br />AT BOLLARDS SEE - <br />S10.3 S18.1 <br />I W/ <br />,—AL <br />EVENT <br />G <br />W I`VU Ur'\Ii L-AILINZ)1U4 <br />TO BE INSTALLED AFTER 3/4" MAX <br />FORMWORK/FALSEWORK SACRIFICIAL SEALER <br />REMOVAL <br />PVC DRAIN SOFFIT &' <br />S7.1 , S8.1, I S 10.3 SCALE: 6" = 1'-0" <br />S 13.1 , S 14, 5, <br />S 14.7 <br />16015th avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 3 2Po0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />11111MI—I'm <br />FIBER OPTIC VAULT LID, SEE — <br />ri-'� <br />S1a:13S�l 4.7 <br />(6) #11 x10'-0" ADDITIONAL VAULT <br />BOTTOM BARS WITH BAR TERMINATOR <br />EA END, CENTERED ON VAULT <br />REMOVABLE TIMBER <br />BULL RAIL <br />(2) # 11 x 10' —0" ADDITIONAL TOP <br />BARS WITH BAR TERMINATOR EA <br />END, CENTERED ON VAULT <br />(4) #9x89— 8" ADDITIONAL VAULT <br />WALL BARS WITH BAR TERMINATOR <br />EA END, CENTERED ON VAULT <br />1. .FOR REINFORCEMENT DETAILS <br />AND DIMENSIONS NOT <br />SHOWN, SEE <br />S1a.2 S1a.1 <br />2. SEE C2.5 AND S8.1 FOR <br />ELEVATION AND GRADING OF <br />CRANE BEAM. <br />6 STIRRUP <br />DISCONTINUE (4) #11 <br />TOP BARS 3" MAX <br />FROM FACE OF VAULT <br />(4) #9x8'--899 ADDITIONAL VAULT WALL BARS WITH BAR <br />TERMINATOR EA END, CENTERED ON VAULT <br />CL CABLE SLOT <br />CL WATERSIDE CRANE RAIL AC <br />BALLAST <br />ADD #4 STRAIGHT BARS AT 12" <br />OC VERTICALLY AD HORIZONTALLY <br />AT NORTH AND SOUTH VAULT <br />WAIL ENDS. BARS SHALL EXTEND <br />3" BELOW AND BEYOND EAST <br />--®— --® ® —® i AND WEST WALLS <br />-- <br />till it <br />PILE CAP <br />II I I I It '1 1 8"0 STEEL PILE <br />2 "0 PVC DRAIN 9 <br />4' OC IN VAULT CRANE SEAM <br />PILE <br />A SECTION AT FIBER OPTICVAULT <br />S4.1 , S 10.5 S 10.3 SCALE. 1 /299 — 19 —099 <br />(1) #9x 15'-8" ADDITIONAL BAR <br />WITH BAR TERMINATOR EA END, <br />CENTERED ON VAULT <br />(4) #9x15-8" ADDITIONAL VAULT <br />WALL BARS WITH BAR TERMINATOR <br />EA END, CENTERED ON VAULT <br />(10) #1 1 x16'-0" ADDITIONAL <br />VAULT BOTTOM BARS WITH <br />BAR TERMINATOR EA END, <br />CENTERED ON VAULT <br />PVC DRAIN PIPE m <br />#6 STIRRUP <br />SETS @ 6" <br />a <br />0 II <br />� 11 <br />® II <br />II <br />® II <br />® II <br />II <br />II <br />F <br />® ;,, ® 10i 0 <br />MOBILE HARBOR CRANE <br />zzl� VAULT LID, SEE <br />S1a,rS1 4.8 <br />DISCONTINUE (8) #11 TOP BARS <br />3" MAX FROM FACE OF VAULT <br />CL CABLE SLOT <br />CL WATERSIDE CRANE RAIL <br />BALLAST <br />(2) ADDITIONAL #9x15'-- 8" <br />VAULT WALL BARS WITH <br />BAR TERMINATOR EA END, <br />CENTERED ON VAULT <br />ADD #4 STRAIGHT <br />BARS AT 12 <br />11 <br />; PILE CAP <br />OC VERTICALLY AD <br />HORIZONTALLY <br />AT NORTH AND <br />SOUTH VAULT <br />WALL ENDS. BARS <br />SHALL EXTEND <br />L1 .r��� <br />1 8" 0 STEEL PILE <br />3" BELOW AND <br />BEYOND EAST -- <br />- <br />- <br />BEYOND, TYP <br />AND WEST WALLS <br />� <br />CRANE BEAM P <br />CRANE VAULT <br />S4.2®-S4.4 S10.3 SCALE: 1 /2" = 1'-0" <br />S 10.4, S 10.5 <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08/017 <br />CHECKED BY: <br />S. KUEBLER <br />CIP NO. <br />1 —8 -001 -m06 <br />PROJECT <br />NO. MT-5T-2017--1 1 <br />SHEET NO. 82 OF 176 <br />