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SPLICE AT t STA 1+86 <br /> EXISTING TIMBER CHOCK, TYP. <br /> __--.__NEW STEEL FENDER PILE - NOTES: <br /> (SEE—NOTE 3i_. - 1. THIS PLAN HAS BEEN COMPILED FROM <br /> WA lk-SPLICE, SEES TYP. <br /> � 2.0 S2.3 EX STEEL FENDER EX STEEL FENDER PILE AS-BUILT DRAWINGS, TOPOGRAPHIC SURVEY <br /> PILE TIE ROD AND FIELD MEASUREMENTS. ALL DIMENSIONS <br /> ARE APPROXIMATE, AND CONTRACTOR SHALL <br /> _ <br /> NEW STEEL BROKEN TIE-ROD CONNECTION WALER SPLICE, SEE <br /> FENDER PILE _ & EX 2 1/8"X14" TYP 52.0 S2.3 4 TYP FIELD MEASURE ALL CRITICAL DIMENSIONS. <br /> / <br /> (SEE-NOTE 3) _ - TIE ROD WASHER <br /> NEW STEEL S2.0 52.3 2. THE WALER CHANNEL LENGTHS SHOWN ARE <br /> PATCH AROUND O 522. <br /> -PLATE MISSING, APPROXIMATE. SPLICE WALER AT MID SPAN <br /> ' _ �'�� FENDER PILE <br /> r J (5) OUTFALL _ SEE m BETWEEN ADJACENT TIE-RODS. <br /> / � P_d. - (SEE NOTE 3) <br /> PIPES PER NOTE 4 � '� _. \ S2.OS2.3 Q� -. <br /> j �nF -" - - -. 3. REPLACE EX TIMBER PILE W/ NEW STEEL <br /> E D ER _ ( 38 Uri NEW STEEL FENDER PILE FENDER PILE PER DETAIL AND NOTES <br /> �xT FENDER'PFLE�_____` Q y 8' P (SEE NOTE 3) ON SHEET S1.0. S2:1S2.1 <br /> TYP, FOR 21 55 �+i Q SER F EX STEEL <br /> BROKEN TIE-ROD FENDER <br /> EX 2 < \ / ;' V�Q & EX 2 1/8"X14" PILE 4. FILL VOIDS AROUND OUTFALL PIPES W/ <br /> \ TIE ROD WASHER <br /> _ SPLASH ZONE EPDXY PETTIT A-788 OR <br /> _ ,8 CMP PERF PE PLATE MISSING, APPROVED ALTERNATIVE. INSTALL PER <br /> SEE rJ o Y MANUFACTURER'S REQUIREMENTS. <br /> \ \ j GANGWAY - <br /> 52.0 52.3 o PLATFORM, SEE 5. GANGWAY PLATFORM SUPPORTS ARE RESTING <br /> 39cJ,Q NOTE 5 -- --._ - ON EX WALER BEAM. CONTRACTOR SHALL <br /> `V \/ / \/ / / ! Y y a PROVIDE TEMPORARY SHORING AS NEEDED <br /> -N TO PROVIDE GANGWAY ACCESS DURING HEAVY <br /> REPAIR WORK, SEE IM <br /> 38 <br /> ! l l r I i IEX SHEET-POLE <br /> / l <br /> LEGEND: <br /> \ \ \ \ \ \ \ \ \ V i ) \l \/ \t \; ✓r i l ! Q EXIST FENDER PILE <br /> • NEW STEEL FENDER PILE <br /> NEW WALER <br /> FX T'E RSDS <br /> AC�_j�'r <br /> - --- <br /> 4- <br /> / <br /> EX (5)5 ASPM A36 <br /> _ <br /> \V A AV A✓r ! t / 1 r /. / �' J TIE RODS 3A„o ' <br /> EX 1 'o HIGH <br /> STRENGTH <br /> , <br /> NON—WELDABL <br /> r�rr E - <br /> 1 STEEL RODS, �� 1 i <br /> rir i <br /> r r <br /> TYPICAL, UNO tet; �.✓ / l l l l l l ! / l l/ 1 1. <br /> 1 r r <br /> 1 r <br /> - — - <br /> PLAN <br /> 3 3 SCALE: 1"=10' <br /> 10' 0 10' 20' <br /> 5' 15' <br /> SCALE: 1"=10' <br /> NOTE: FULL SIZE IS 22” x 34" <br /> PROJECT ENGINEER: SCALE: DWG. NO. <br /> D R. RILEY AS SHOWN PORT OF EVERETT S2.0 <br /> IT f DESIGNED BY: DATE: D U N LA P BULKHEAD <br /> Port of a'� J HINGTGEN 7/27/2015 CIP NC. <br /> 0 1-0-015-01 y <br /> X DRAWN BY: CHECKED BY: RENOVATION <br /> 1 16015th Avenue,Suite 1300 4 G. CAREY R. RILEY PROJECT <br /> ■���� � .�w No. MT-HT-2015-06 <br /> P.O. BOX 538 7/27/15 XXX ISSUED FOR BID. yyo L N�.� APPROVED BY: STRUCTURAL PLAN G <br /> EVERETT, WA 98206 Seattle,Washington 98101 NAL 6 M <br /> 425 259-3164 (206)382-0600 Fax(206)382-0500 SHEET NO15 ,,,.QE 23 W <br /> ) .NO. GATE BY REVISION N0. DATE BY REVISION - <br />