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NEW PILE <br /> PLACE TIGHT TO EX PLATE, TYP TYP AT EA C10, T&B, PER <br /> 531 3 SHIM, T&B S2.0 S2.3 <br /> EACH a S2.3 S2.3 PL 2 1/8x4, T&B WALER 5/16 2-5 <br /> EX PILE 1�11� P 12�/2" 5/16 7 SIDE ~ 2�" TYP AT EA NEW NECCESDSARYSHIMS <br /> (NOT SHOWN) <br /> SHIMS AS REQUIRED, <br /> T&B, SEE NOTE 2 <br /> 5/16 1 BAR, T&B EX C12, T&B, <br /> EACH <br /> 2 / TO REMAIN <br /> SIDE 7/16 7 S2' S2. NEW AND EX _ _ <br /> o \�\ 3 3 CHANNELS BEYOND NEW <br /> NOT SHOWN 2 1/2"x3"BAR <br /> / o „ _ MINIMUM SIZE. FIELD <br /> w � ��, DRILL 1"B DRAIN HOLES <br /> MEASURE(AFTER <br /> NEW BAR ASTM A572 CLEANING AND ®3'-0", TYP AT NEW <br /> GR.50 2}x3, TYP NEW BABA ) AND EXISTING CHANNELS <br /> �1/23 ENLARGE THIS PLA - _I-- <br /> 71 <br /> IF NECESSARY TO <br /> EX PL 2 1/8"x14" ACHIEVE THE EX TIE ROD <br /> TO REMAIN REQUIRED WELDS <br /> NEW PL 1/2x7, EX TE ROD, (DO NOT M <br /> T&B WALER LOOSEN) TO REMAIN PLACE NEW C10 <br /> WELD MUST BE LOCATED TIGHT TO EXIST <br /> EX C12 AT EDGE OF EX PLATE C12, TYP <br /> EX WASHER—/ AS SHOWN, TYP SEAL HOLES W/EPDXY <br /> NOTE: 4 (PETIIT A788 OR <br /> 0 S2.3 <br /> 1. FOR SIMILAR INFORMATION, SEES2. EX TIE ROD 1", TYP J CLEAN EXISTING PLATES TO BARE METAL IN APPROVED EQUIVALENT) EX SHEET PILE WALL <br /> AREAS TO BE WELDED <br /> PLAN VIEW EX SHEET PILE <br /> WALER SPLICE <br /> TIE ROD CONNECTION TIE ROD CONNECTION <br /> 1 ELEVATION 3 SECTION <br /> S2.0 52.3 SCALE: 1"=1'-0" 2 <br /> S2.0 S2.3 SCALE: 1"=6" S2.3 S2.3 SCALE: 1"=6" <br /> EX 1 3/8"0 TIE ROD, <br /> TO REMAIN, TYP <br /> GANGWAY PLATFORM SUPPORT <br /> NEW 2 1/8" PL T&B AND -T �� AT 2 LOCATIONS, SEE NOTE 3 <br /> EX 2 1/8"04" WASHER PL EACH <br /> TO REMAIN, TYP 5/16 7 SIDE <br /> BROKEN TIEBACK CONNECTION REPAIR—CONSTRUCTION SEQUENCE <br /> BASIS OF DESIGN ONLY; MEANS AND METHODS TBD BY CONTRACTOR <br /> N0 1 SPECIAL INSPECTION REQUIRED <br /> 7Y <br /> 2 2 1/2"x3" BAR, TYP I REMOVE EX C12, A. INSTALL NEW CONTINUOUS CHANNELS TOP AND BOTTOM PER DETAIL <br /> Sp O S2 3n T&B, FOR ACCESS <br /> !! , I 3/52.3. LOCATE SPLICES(PER DETAIL 4/52.3) AT LEAST 4.5' AWAY <br /> o THREADED ROD ACCESS POCKET FROM BROKEN TIEBACKS. <br /> STUB TO MATCH B. MAKE CONNECTIONS PER DETAIL 3/S2.3 AT ADJACENT TIE RODS. <br /> a COLLET TO C. CUT THROUGH EXISTING CHANNELS AND SHEET PILE AS NECESSARY TO <br /> PER SPECS y RESTRAIN ROD FORM A SMALL ACCESS POCKET AROUND THE BROKEN TIEBACK. <br /> - A NECESSARY TO REDUCE SOIL LOSS AT THE ACCESS <br /> - A SHORING S ECESS <br /> •', � I r .� D. INSTALL 0 <br /> C1Ox30, POCKET. PREVENT SOIL FROM ENTERING THE WATER. <br /> TYP, T&B �I 1, - —y r--, E. CLEAN EXPOSED STEEL ROD OF ALL RUST AND OTHER LOOSE FOREIGN <br /> EACH t / HEAVY HEX NUT L_�' MATTER. CONNECT TO UNDAMAGED ROD. <br /> SIDE 7/16 7 \ &WASHER TO F. INSTALL COLLET TO PREVENT ROD ROTATION DURING THREAD-CUTTING. <br /> MATCH WASHER <br /> NUT G. TRIM END OF ROD SQUARE AND CUT THREADS FOR COUPLING NUT. <br /> SPECS ���� ��'. <br /> PL 1/2x7x1'-4", PER SPECS H. INSTALL COUPLING NUT AND STUB ROD USING THREAD-LOCK COMPOUND. <br /> NOTES T&B WALER SHIM AT EACH SHEET = - I. GROUT ACCESS POCKET W/CEMENTITIOUS GROUT. <br /> PILE FLANGE AND TIE GROUT J. INSTALL STEEL COVER PLATE TO PATCH ACCESS POCKET HOLE(MATCH <br /> 1. DIMENSIONS ARE APPROXIMATE. SPLICE WALER EX C12 \�=,ROD CONNECTION. REMOVE &REPLACE STEEL SHEET PILE THICKNESS), INSTALL BACKER PLATE AND WELD <br /> AT MID SPAN BETWEEN ADJACENT TIE-RODS. THICKNESS AS REQUIRED, ALL-AROUND (FULL PENETRATION). <br /> TYP, SEE NOTE 2 PL 2 1/8x14" TO II PLATE AS NECESSARY FOR K. ADD BARS AND MAKE CONNEC11ONS PER DETAIL 2/S2.3. <br /> 2. SHIM ES OF EACH NEW WALER WITH A SINGLE MATCH EXIST ! ACCESS <br /> 3"x12 PLATE OF THE REQUIRED THICKNESS OR DRAIN HOLES TYP r <br /> BY STACKING OF NO MORE THAN (2) SHIMS. 3 <br /> STACKED SHIMS SHALL BE CONNECTED WITH A SEE52.3 52.3' <br /> MINIMUM OF(2) 1" DIAMETER 3/16" PLUG WELDS PLAN VIEW <br /> PRIOR TO INSTALLATION. <br /> 4 WALER SPLICE 5 BROKEN TIE ROD REPAIR SECTION <br /> S2.0 S2.3 SCALE: 1"=l'—O" S2.3 S2.3 SCALE: 1"=6" <br /> NOTE: FUEL SIZE IS 22" x 34" <br /> "� PROJECT ENGINEER: SCALE: DWG. NO. <br /> `k�ryIDc R. RILEY AS SHOWN PORT OF EVERETT S2.3 <br /> Porto w� D7 HINGTGEN DATE:NED V: 27/2015 D U N LA P BULKHEAD NO. F <br /> Po 1-0-015-01 u,, <br /> DRAWN BY: CHECKED BY: RENOVATION YI <br /> G. CAREY R. RILEY PROJECT <br /> EvmgftP.O. BOX 538 16015th Avenue,Suite 1300 h' fl' APPROVED WALER DETAILS C <br /> Seattfe,Washin on 98101 � 7/27/15 XXX ISSUED FOR BID. `nu�a�NGw� N0� MT-HT-2015-06 _ <br /> EVERETT, WA 98206 Bt - NAL <br /> (425) 259-3164 (206)382-0600 Fax(206)382-0500 <br /> SHEET NO. �g GF 23 <br /> N0. DATE BY REVISION N0. �DASY REVISION <br />