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PIER EDGE HOOKED PANEL <br /> BOLT BAR, TYP. 1'-0"x8"x1/2t WITH <br /> SALVAGED CHAIN-LINK 3" I PRECAST (2) 3/4"0 HILT1 KWIK <br /> FENCE POST, SEE S2.06 ' - PANEL HUS EZ SCREW ANCHORS, <br /> 4 1/2" EMBED, MIN. <br /> 6" <br /> FUTURE <br /> 3/4" CHAMFER, BRG. TOPPING SLAB PRECAST <br /> TYP — I MIN. i <br /> marCONCRETE ® PANEL <br /> C.I.P. CONCRETE _��� 1 ��i� <br /> I�Iu�wI .1) a a I I ° d ° <br /> CJP 11 °. <br /> • IL • 4 ' <br /> I1 4 a 4. O I' °., a ° <br /> ° 0 II • 0' <br /> LIEMH..... 11.11111H:.1. <br /> � GANGWAYOpp 1 i Ila 8 a GANGWAY <br /> r-- --— BRACKET LUG U ° BRACKET LUG ° <br /> UII <br /> (4) #4 CONT. 1111_111____ <br /> 1/2"t x 5" RUBBER -- Q ° __ °] • ° ° Q• 4 <br /> 1W. I BEARING PAD FULL 1'-0"x8"x1/2t WITH i■ _47 —' I• <br /> LENGTH <br /> OF PANEL (2) 3/4"0 HILA KWIK ' ° a CJP ' ° <br /> HUS EZ SCREW ANCHORS, ° • <br /> WELDED HEADEDCENTERED, TYP. ° <br /> a <br /> STUDS, TYP. 4 1/2" EMBED, MIN. ° NOTES ° a° <br /> NOTES' q • <br /> ° 1. SEE E/S2.04 FOR ADDITIONAL INFORMATION '. (� Q. <br /> 141111 NOTES: 1. SEE S2.03 AND D/S2.04 FOR ADDITIONAL ° • NOT SHOWN OR NOTED. ° <br /> 1. TRANSITION RAMP NOT SHOWN INFORMATION NOT SHOWN OR NOTED. 2. REATTACH GANGWAY BRACKETS AS SHOWN. <br /> DBL PILE CAP FOR CLARITY. 2. REATTACH GANGWAY BRACKETS AS SHOWN. 3. COORDINATE LOCATION OF ANCHORS TO <br /> PER PLAN 2. SEE S2.02 FOR ADDITIONAL 3. COORDINATE LOCATION OF ANCHORS TO AVOID CONFLICT WITH PANEL <br /> PILE INFORMATION NOT SHOWN OR AVOID CONFLICT WITH OTHER REINFORCEMENT. REINFORCEMENT. <br /> STEEL PIPE PILE q NOTED. <br /> PILE CAP <br /> D SECTION E Q—DOCK GANGWAY REATTACHMENT CONNECTION F R—DOCK GANGWAY REATTACHMENT CONNECTION <br /> S2.01 SCALE: 1" = 1'-0" S2.01 SCALE: 3" = 1'-0" S2.01 SCALE: 3" = 1'-0" <br /> C <br /> 3 <br /> c FACE OF 8" <br /> I CONCRETEMIT <br /> 1P" <br /> Y <br /> cca <br /> crt M o 2" 1/2"t PLATE M STING <br /> EX <br /> GANGWAY ATCH <br /> T.O. PANEL 2"0 HOLE <br /> 5/16\ = <br /> ft I <br /> 5/16 ( � I� I <br /> ilkEMATCH <br /> XSTING <br /> EOD II <br /> 1 I EXISTING GANGWAY <br /> tSUPPORT PIPE <br /> c <br /> llivrai <br /> Lai ie <br /> �� GANGWAY <br /> BRACKET PLATE p, <br /> la- <br /> '` 1 1 2" CONCRETE TYP. 1 1 2" Pil ‘ <br /> COTTER PIN TO <br /> _ <br /> TIP. MATCH EXISTING <br /> GANGWAY <br /> 1 1 2" III IMSIIBRACKET LUG 3/4" <br /> 4" <br /> 7 TYP. <br /> c GANGWAY <br /> BRACKET <br /> `x <br /> v NOTES: <br /> 1. REATTACH GANGWAY <br /> BRACKETS AS SHOWN. ® SECTION GANGWAY BRACKET LUG <br /> ® SECTION <br /> I SCALE: 3" = 1'-0" 2. BRACKET MIRRORED AT SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" <br /> c OPPOSITE SIDE. <br /> ('' '—' - '1c <br /> TE <br /> `g IF THIS DRAWING IS NOT <br /> °22"x34" SCALE ACCORDINGLY. <br /> PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. <br /> a PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY J. KEISER NOTED S2.04 <br /> Porto PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE ; a DESIGNED BY DATE <br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. ' .,✓'1 SEINER WHARF SEGMENT D & �,P NO. 2-0-o23-ot <br /> tc 1 1736PmathAvenueS,SuitA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, r i�';�, J. RUPP JUNE 13, 2016 CIP 4-01, 23-01 6-8-001-09 <br /> a �/� ® I © © Seattle,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF '� / PACIFIC RIM PLAZA PLATFORM <br /> ♦ DRAWN BY: CHECKED BY: <br /> P:206.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br /> 'Z. ENGINEERS,INC. wvw.pndcngineen:.com AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN mop oo�31s`oo`.Z. G. DEAN T. BELSICK PROJECT <br /> OJECT MR-CM-2016-06 <br /> gl P. I� P.O. BOX 538A. APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED 4'TS e� APPROVED BY: GUEST DOCK 5 APPROACH PIER <br /> EVERETT,WA 9820606/13/16 TB ISSUED FOR BID AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT ZONAL <br /> (425)259-3164 - DIRECTLY OR INDIRECTLY TO PND. 4000 APPROACH PIER DETAILS SHEET NO. 25 OF 71 <br /> NO. DATE BY REVISION <br />