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LU <br />0 <br />F— <br />z <br />r <br />z <br />w <br />w <br />0 <br />T <br />Lu <br />E <br />w <br />C) <br />co <br />0 <br />0- <br />0 <br />z <br />w <br />F_ <br />LU <br />z <br />w <br />w <br />w <br />522.1 S22.1 <br />19'-0" <br />AND EXISTING 6' WIDE <br />522.1 522.1 522.1 S22o3 PRECAST DECK <br />1 PANEL <br />- - <br />— <br />— — — -- <br />— — — ---- <br />® <br />� - ) <br />y <br />r <br />5 <br />t/ <br />(8) #6 TO BE SAW <br />CUT AT JOINT <br />REPLACE BEARING 6 <br />PADS W/ NEW PADS <br />EXISTING BEFORE PANEL <br />RFINI'>TAI I ATmi <br />I <br />LANDSIDE EXISTING #8 VERTICAL BARS <br />CRANE BEAM @ 12" OC EACH FACE. <br />LOCATE REINFORCEMENT <br />PRIOR TO DRILLING HOLES. <br />DO NOT CUT VERTICAL BARS <br />D1.1--D1 .3jS22.1SCALE: 3/8" = 1'-0" <br />REMOVAL AND REINSTALLATION <br />E AND NOTES <br />1j REMOVE PAVING AND BALLAST AS NECESSARY, <br />j SAW CUT REINFORCEMENT AT JOINTS TAKING CARE TO <br />MINIMIZE OVERCUT ON ADJACENT PANELS AND TO SET BLADE <br />DEPTH AS SHOWN ON AND <br />S22A S22.1 S2 �AS_22A <br />j3 SAW CUT AT CENTER LINE OF JOINTS BETWEEN ADJACENT <br />PANELS, TAKING CARE TO MINIMIZE OVERCUT ON RETAINING <br />WALL AND GRADE BEAM. <br />j4 REMOVE PANEL AND STORE IN A PROTECTED LOCATION, <br />BREAK OUT PANEL JOINT KEYS AND CLEAN UP JOINTS. <br />j5 TEMPORARILY EXCAVATE AS REQUIRED FOR CORE DRILLING <br />AND CONDUIT INSTALLATION, REPLACE MATERIAL AFTER <br />INSTALLATION. <br />j6 CORE DRILL THROUGH EXISTING GRADE BEAM AND EXISTING <br />RETAINING WALL. PRIOR TO LANDSIDE CRANE BEAM <br />INSTALLATION. <br />j F MATERIAL REMOVED IN AFTER REPLACEMENT O , <br />REPLACE PRECAST PANELS, <br />PLACE GROUT IN PANEL JOINTS AND SAW CUTS. S4e 1 ®S4,3, S22.1SCALE: 3/4" = 1 "®0" <br />S22,1 <br />1601 Sth Avenue, Suite 1300 <br />Seattle, Washington ton 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO, 1600120 <br />(8) #8 TO <br />BE SAW <br />CUT <br />AT JOINT <br />� <br />— <br />ACP, <br />SEE CIVIL <br />12/08/17 <br />SK <br />ISSUED FOR 131D AND PERMIT. <br />NO. <br />DATE <br />BY <br />REVISION <br />BALLAST, SEE <br />CIVIL FOR <br />PAVEMENT <br />SECTIONS <br />SAW CUT DEPTH <br />EXISTING <br />RETAINING WALL <br />FLEX RUBBER PLUG EA <br />END WITH HOLE FOR <br />CONDUIT OR WATERLINE <br />SLEEVE, TYP <br />CL NEW BENT <br />NO. I DATE I BY <br />REVISION <br />1 A AInf-Inr- A/ F) <br />DETAIL AT UTILIT"'T' PENETRATIO'N <br />("_1�(BENTS 0.5, 2.59 7.5, 8.5 10.5, 16.5 & 1-7.5) <br />S22.11 S22.1SCALE: I" = 1 '-0" <br />0 <br />CL NEW BENT <br />4" CONDUIT. SEE 2" WATERLINE IN 4" <br />S4.1 —S4,4 FOR LOCATIONS. <br />® � SLEEVE. 4.1 —54,3 <br />FORLOCATIONS <br />NOTES-: <br />1, 4"0, 6"0 OR O" 0 SCH 40 PVC PIPE <br />SLEEVE FOR 2", 4" OR 5" ELECTRICAL <br />CONDUIT RESPECTIVELY OR 6"0 SCH 40 <br />PIPE SLEEVE FOR 4" WATERLINE SLEEVE. <br />2. AT CONFLICTS BETWEEN PIPE SLEEVE <br />AND CRANE BEAM SIDE BARS, PROVIDE <br />NON —CONTACT LAP SPLICE PER SHEET <br />S1.1. AT CONFLICTS BETWEEN PIPE <br />SLEEVE AND CRANE BEAM STIRRUPS, <br />BUNDLE (2) STIRRUPS EACH SIDE OF <br />PIPE SLEEVE. <br />I <br />E <br />m <br />> w <br />V) <br />WATER -LINE <br />AND <br />ELECTRICAL <br />CCOND"UHT <br />I W <br />KI P_ \A/ <br />P <br />I I F <br />r A <br />P <br />( <br />P <br />F <br />M <br />T q R r- <br />Pr 1 <br />7 c� <br />S4,1®S4,3 ( S22.1SCALE: 3/4" — 1 '-0- <br />PROJECT ENGINEER: <br />A. BERGMAN <br />DESIGNED BY: <br />S. STORY <br />DRAWN BY: <br />T. LEMONS <br />APPROVED BYE <br />SCALE: <br />AS SHOWN . <br />DATE: <br />12/08/2017 <br />CHECKED BY: <br />S. KUEBLER <br />U) <br />T_ <br />F_ <br />0 <br />m <br />a- <br />DRE GRILLED HOLES <br />5" ELECTRICAL <br />;TIVELY OR 5" CORE <br />OR 4" WATERLINE <br />DATE HOLE <br />CONDUIT PLACEMENT <br />IRE DRILLING <br />3ARS AND TIES IS <br />IF SHEET IS LES THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />