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CIA <br />C) <br />0 <br />0—>_ <br />Lii <br />w <br />CK <br />m <br />0 <br />w <br />z <br />® <br />ADD #4 STRAIGHT <br />BARS AT 12" <br />i <br />OC VERTICALLY AD <br />HORIZONTALLY <br />AT NORTH AND <br />SOUTH VAULT <br />z <br />WALL ENDS. BARS <br />SHALL EXTEND <br />3" BELOW AND <br />BEYOND EAST <br />AND WEST WALLS <br />1 NAL <br />® (3) ADDIT 0 1 1 1 /2" <br />9x35'-2" SIDE <br />BARS, CENTERED <br />® BETWEEN UTILITY <br />� <br />VAULT PAIRS <br />C) <br />5x5'®0" @ 12`---" <br />`v 2 "0 PVC <br />m 4- DRAIN, SEE <br />S10.2 515.1 <br />� a <br />(4) ADDITIONAL----' <br />#1 1 x65'—S" VAULT <br />BOTTOM BARS, <br />CENTERED BETWEEN <br />UTILITY VAULT PAIRS <br />cu <br />CRANE BEAM <br />CL CABLE SLOT <br />— i i a i A-r-r'--- i r-ti f e°, r-) A A I r- n A I I <br />rA� SECTION_BETWEEN BENTS <br />S4.1—S4.4jS10.2 SCALE: 1/2" = 1._0.. <br />1'-10" <br />DISCONTINUE (6) #5 BULLRAIL BARS 3" MAX <br />299 FROM OUTSIDE FACE OF UTILITY VAULT PAIRS <br />DISCONTINUE (1) #1 1 TOP BAR 3" MAX <br />FROM OUTSIDE FACE OF UTILITY VAULT PAIRS <br />(6) ADDITIONAL 9x15'-8" VAULT WALL BARS <br />WITH BAR TERMINATOR EA END, CENTERED <br />BETWEEN UTILITY VAULT PAIRS <br />CL CABLE SLOT <br />I CL WATERSIDE CRANE RAIL / <br />0 <br />I <br />I <br />S4.1 --S4.3 S10.2 SCALE: 1/2— = 1 "-0-' <br />S 10.4, S 10.5 <br />PRECAST <br />PANEL <br />EXISTING #4 <br />PANEL <br />STIRRUPS <br />0 <br />III <br />PILE CAP <br />STRENGTHENING <br />,-- AC P <br />SHORE POWER — <br />VAULT LID, SEE <br />S10.2 514.5 <br />�� <br />(1) ADDITIONAL T#9x1 6'_9" <br />WITH BAR TERMINATOR EA <br />END, CENTERED ON VAULT <br />(5) ADDITIONAL #9x16'--9" <br />VAULT WALL BARS WITH BAR <br />TERMINATOR EA END, CENTERED <br />ON VAULT <br />NO'T E S <br />1. FOR REINFORCEMENT DETAILS <br />AND DIMENSIONS NOT <br />SHOWN, SEE <br />510yll.1 <br />2. SECTIONS SHOWN WITH <br />CONCRETE BULLRAIL. SEE. <br />SHEETS S2.1 —S2.3 FOR <br />TIMBER BULLRAIL LOCATIONS. <br />3. SEE C2.5 AND S6.1 FOR <br />ELEVATION AND GRADING OF <br />CRANE BEAM. <br />(7) ADDITIONAL #1 1 x23'— O" VAULT <br />TOP BARS WITH BAR TERMINATOR <br />EA END, CENTERED ON VAULT <br />#6 STIRRUP <br />REMOVABLE TIMBER <br />BULLRAIL SEE <br />S10.2 S19.2 <br />DISCONTINUE (1) #9 SIDE BAR <br />3" MAX FROM EA FACE OF a = <br />VAULT AND LAP SPLICE (1) #11 <br />CRANE BEAM <br />(10) ADDITIONAL <br />EXISTING 9x21 —S" VAULT <br />PILE CAP WALL BARS WITH BAR <br />TERMINATOR EA END, <br />CENTERED ON VAULT �_Cl <br />EX CONIC (9) ADDITIONAL <br />PILE TYP #1 1 x23'-0" VAULT <br />BOTTOM BARS WITH BAR <br />TERMINATOR EA END, <br />CENTERED ON VAULT <br />'-0 1/2" <br />I I Q <br />® Lo <br />—DISCONTINUE (9) #1 1 TOP BARS 3" <br />MAX FROM EA FACE OF VAULT <br />CL WATERSIDE CRANE RAIL <br />`✓ CL CABLE SLOT #5 I @ 1299 <br />1. I .01 <br />®RI1@ ® It <br />ACP <br />® �I I� �� <br />CRANE .BEAM � BALLAST <br />II <br />® 11 ADD #4 STRAIGHT EARS AT 12" <br />(1 1) ADDITIONAL I I OC VERTICALLY AD HORIZONTALLY <br />II <br />#1 1 x35'----5" VAULT I I AT NORTH AND SOUTH VAULT <br />BOTTOM BARS, ®I I WALL ENDS. BARS SMALL EXTEND <br />CENTERED ON VAULT — _ -- - 3 BELOW AND BEYOND EAST <br />} E AND WEST WALLS <br />I I PILE CAP <br />i� i' I I li I br (4) ADDITIONAL 9x16➢ —999 VAULT <br />' I WALL BARS WITH BAR TERMINATOR <br />JI <br />_ EA END, CENTERED ON VAULT <br />#6 STIRRUP <br />SETS @ 6" 1 STEEL PILE <br />UB BEYOND, TYP <br />2" 0 PVC DRAIN PIPE CRANE BEAM <br />IL@ 4' OC IN VAULT PILE <br />r_C_'_� SECTION LT <br />S4.2, 54.3 S 10.2 SCALE: 1/2" <br />1 9 —0" <br />S10.4, S10.5 & S14.5 <br />DISCONTINUE (9) #11 TOP <br />BARS 3" MAX FROM EA <br />FACE OF VAULT <br />CONTAINER CRANE <br />POWER VAULT LID, SEE 1 <br />CL CABLE SLOT 510.2 514.1 <br />i DISCONTINUE (2) #11 TOP <br />CL WATERSIDE CRANE RAIL ACP BARS AT CRANE RAIL 3 <br />I ( MAX FROM EA FACE OF <br />VAULT <br />�� <br />®®=--- 4 ADD #4 STRAIGHT BARS AT 12" <br />OC VERTICALLY AD HORIZONTALLY <br />1. <br />, AT NORTH AND SOUTH VAULT <br />99 ; ® BALLAST WALL ENDS. BARS SHALL EXTEND <br />® 6 <br />®® 3" BELOW AND BEYOND EAST <br />=' PRECAST PANEL AND WEST WALLS <br />® a REDUCE SPACING OF (S) CONTINUOUS <br />2—3 3/4" #1 1 TOP BARS AS SHOWN AT VAULT <br />® (S) ADDITIONAL 1 1 x40'_499 TOP <br />BARS AT CRANE RAIL, CENTERED <br />® ® ® ® ® ® 4 <br />ON VAULT <br />(8) ADDITIONAL 9x21 '-8" VAULT <br />WALL BARS WITH TERMINATOR EA <br />END, CENTERED ON VAULT <br />� II <br />I 1 <br />i 1 a�299 1 a_�f9 PILE CAP <br />I STEEL PILE, TYP <br />I i <br />CRANE BEAM <br />CI_ PILE CL PILE CL PILE PILE BEYOND <br />A� <br />2"0 PVC DRAIN PIPE <br />@ 4' OC IN VAULT <br />",\!:�FMinN AT CONTAINFR CRANE POWER VAULT <br />S4.1, S 10.5I S 10.2 SCALE: 1/2" = 1 ' -O" <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/06/017 <br />CHECKED BY: <br />S. KUEBLER <br />CAP NO. <br />1- 8-001-06 <br />PROJECT <br />NO. MT—ST-2017-1 1 <br />SHEET NO. 81 OF 176 <br />