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2 1 /2"0 CONDUIT INTO PULL BOX <br />PILE INSTALLATION <br />ACCESS HOLE <br />z <br />0 <br />5"0 CONDUIT TO <br />SHORE POWER VAULT <br />O <br />�j <br />LL <br />CL <br />Se <br />CD <br />ca <br />(26 S22.2 S22.2 <br />2"0 CONDUIT TO <br />BULLRAIL ELECTRICAL <br />VAULT <br />HANDHOLE <br />I <br />II <br />I <br />II <br />I I I <br />I <br />I <br />I <br />I I <br />I <br />II <br />Il <br />I I I I I I <br />I <br />I <br />I <br />I I <br />I I <br />1 <br />11 <br />h <br />I <br />h III <br />h III I I I I <br />I <br />I <br />h III <br />pPw- <br />III <br />I <br />l jh <br />I l <br />h 111 `\ <br />V4 <br />/ <br />1 I i <br />—__v__v --- <br />II <br />I® _®_.—m_®__ <br />I _ <br />S4,31S22.2 SCALE: 3/4" 1.-0" <br />o— 2"0 PVC DRAIN <br />CL 2 1/2"0 CONDUIT <br />CL 2 1 /2"0 CONDUIT <br />CL 2" 0 CONDUIT <br />CL 2"0 CONDUIT <br />1 5 1 /2" <br />�r 1 loll <br />P <br />A <br />S22.2 S22.2 <br />5 <br />2 1 /2"0 CONDUIT <br />2"0 CONDUIT <br />PILE INSTALLATION <br />ACCESS HOLE, SEE <br />S22.2 S7.1 <br />#5 VERTICAL <br />BAR <br />@ 6" OC <br />ACP <br />2'-10" <br />(3) <br />4 C 2'-1 D99 <br />2"0 <br />PVC DRAIN <br />SEE <br />NOTE 2 <br />BALLAST <br />PL <br />I <br />S2 <br />(3) #4 <br />@ 6" OC <br />#5 VERTI <br />BARS @ 6" <br />(2) 2"0 CONDUIT <br />BULLRAIL ELECTRI <br />VAULT. COORDI1\ <br />LOCATION W/ WCD B <br />2"0 CONDUIT TO BULL —RAIL PILE INSTALLA <br />ELECTRICAL VAULT COORDINATE ACCESS HOLE <br />VERTICAL LOCATION W/ VAULT <br />AND CRANE BEAM TOP BARS 522.2 S. <br />0 <br />SEE NOTE 3 <br />NOTES-- <br />1. VERIFY DIMENSION W/ LOCATION <br />OF CONDUIT IN <br />PILE CAP_. <br />2. PROVIDE FILTER <br />FABRIC OVER <br />DRAIN HOLE ON <br />OUTSIDE WITH <br />1'-0" PAST ON <br />ALL SIDES OF <br />HOLE TO PREVENT <br />BALLAST <br />MIGRATION INTO <br />VAULT. <br />3. THIS DIMENSION <br />SHALL BE 8" <br />WHEN PASSING <br />THROUGH <br />EXISTING GRADE <br />REAM AND <br />LANDSIDE CRANE BEAM AND <br />TRANSITION TO <br />6" BEFORE PILE <br />GRID G. <br />1 f I i f I - 1 <br />{ S I t i <br />01= <br />{ <br />S4.3, S22.2 (S22.2 SCALE: 3/4", -= 1 ' —0" <br />BALLAST <br />TOP OF PRECAST PANEL <br />E <br />c� < <br />u� 0 <br />CONCRETE DYED RED <br />SECTION CONDUIT <br />ON PRECAST PANEL <br />S4.3, S4.4 S22.2 SCALE: 3/4" 1'-0" <br />S22.2 <br />0� <br />12/08/17 <br />SK <br />ISSUED FOR DID AND PERMIT. <br />NO. <br />DATE <br />BY <br />REVISION <br />NO. I DATE I BY <br />REVISION <br />EXIST (2) # <br />EXIST (3) #8 CON] <br />EXIST PILE CAI <br />STRENGTHENIN( <br />ROUGHEN TO 1 /4" <br />AMPLITUDE MIN, TYI <br />WS CR, <br />B <br />C3.2, S4.49 S8.1 S22.2 SCALE: 3/4" — 1 ' —O" <br />TO PULL BOX <br />:L1:;llUN -.. <br />2) 2"0 AND (2) 2 <br />/2"0 CONDUIT IN <br />�/ONCR TE. FOR <br />SPACING SEE <br />S22�2S.2 <br />SENT 26.5 <br />'IL E CAP <br />BULLRAIL <br />ELECTRICAL VAULT <br />HANDHOLE <br />S22.21S22.2 SCALE: 3/4" 11'-0" <br />A el f_l r- 1 1 1 r_l r- 11 <br />#8 DOWEL <br />" OC <br />HAND CHIP TO REMOVE CONCRETE <br />FOR CONDUITS. PROTECT <br />REINFORCEMENT IN PLACE. PLACE <br />CLASS 5000 CONCRETE BACK TO <br />ORIGINAL EXTENTS <br />TOP OF PRECAST <br />DECK PANELS <br />i <br />CIP NO. <br />1-8-001®-06 <br />PROJECT <br />No MT—ST-2017— 1 1 <br />SHEET NO. 113 OF 176 <br />