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EXISTING SEGMENT C SUGGESTED CONSTRUCTION SEQUENCING NOTES <br /> BULKHEAD DISCONNECT AND STORE EXISTING GANGWAY INCLUDING ALL <br /> EXISTING SEGMENT C <br /> BULKHEAD 0 TRANSITIN EXISTING DERELICT <br /> Z-SHEET PILE 0 STEEL BRACKETS AT THE TOP OF THE GANGWAY, SECURITY <br /> FENCING & SECURITY HARDWARE. <br /> {(� EXISTING DERELICT RAMP AT MUDLINE <br /> Z-SHEET PILE Icy COORDINATE EXTENT OF DEMOLITION OF EXISTING SEGMENT D <br /> AT MUDLINE IAND <br /> WHARF WITH ENGINEER. COORDINATE DISCONNECT AND <br /> CIO ELECTRICAL DRAWINGS.LI <br /> EMOUTIONREROUTING OF ALL UTITIES WITH � SAINCLUD L DECKING, <br /> ( <br /> 0 I I C STRINGERS, CAPS, AND PILES, ETC. STORE FENCING AND <br /> GUARDRAIL \ SECURITY COMPONENTS FOR REUSE. <br /> © <br /> REINSTALL EXISTING Q-DOCK GANGWAY PER DETAIL. <br /> / GUEST DOCK 5 / III RECONNECT EXISTING BRACKETS AT TOP OF THE GANGWAY. <br /> O l APPROACH PIER REINSTALL SECURITY FENCE TO PROVIDE FULLY SECURED <br /> 3O ACCESS TO Q-DOCK. COORDINATE RECONNECTION OF <br /> :.:��.:.:.:::�:�� Q SECURITY WITH ELECTRICAL. PROVIDE SUFFICIENT FLOATATION <br /> BELOW RELOCATED GANGWAY TO MAINTAIN EXISTING <br /> �♦♦♦� ♦�♦�♦�♦ FREEBOARD. <br /> _ © <br /> EXISTING �� �������� EXISTING Tar INSTALL NEW LADDER. SEE S2.06. <br /> 0-DOCK " 0-DOCK EXISTING <br /> ::�:�:�:�:� EXISTING SEGMENT D & UTRUT NEW APPROACH SSTRUCTURAL <br /> PIER INCLUDING FO TADDTIONA RAMP <br /> ` © WHARF O GUARDRAIL& SEE STRUCTURAL SHEETS FOR ADDITIONAL <br /> SEGMENT D INFORMATION. <br /> WHARF DISCONNECT AND STORE EXISTING 0-DOCK GANGWAY AND <br /> EXISTING EXISTING HARDWARE AT TOP OF GANGWAY. REMOVE (2) EXISTING <br /> / <br /> SEINE PIER FIRE SEINE PIER FIRE 0-DOCK FLOAT SECTIONS BELOW GANGWAY AND RECONNECT <br /> SYSTEM I ELECTRICAL SYSTEMAlla I ELECTRICAL O <br /> RPBP RPBP PANEL 6 TO EXISTING 0-DOCK. SEE STAGE 4 NEW LOCATIONS. SHIFT <br /> PANEL <br /> (2) Q-DOCK END FLOATS DOWN AND RECONNECT TO EXISTING <br /> —r 1 <br /> IN,� 0-DOCK. PROVIDE WALER CONNECTIONS TO MATCH PATTERN <br /> EXISTING EXISTING OF EXISTING DOCK. <br /> R DOCK R-DOCK INSTALL UTILITY SUPPORT BEAMS OR TRAPEZE SYSTEM TO <br /> SUPPORT MECHANICAL AND ELECTRICAL UTILITIES. SUPPORT <br /> EXISTING WATER UTILITY BOX EXISTING ELECTRICAL PANEL EXISTING WATER UTILITY BOX VP EXISTING ELECTRICAL PANEL O SYSTEM MUST LIMIT DEFLECTION OF ALL UTILITIES TO A <br /> 7 MAXIMUM DEFLECTION OF 1/4" AT MID-SPAN. COORDINATE <br /> EXISTING R-DOCK GANGWAY EXISTING R-DOCK GANGWAY UTILITIES WITH MECHANICAL AND ELECTRICAL. PROPOSED <br /> SUPPORT SYSTEM TO BE SUBMITTED FOR OWNER & ENGINEER <br /> APPROVAL. <br /> PROPOSED PHASING STAGE 1 PROPOSED PHASING STAGE 2 DEMOLISH PORTION OF EXISTING SEGMENT D WHARF. <br /> o O COORDINATE DISCONNECT AND REROUTING OF ALL UTILITIES <br /> "i WITH MECHANICAL AND ELECTRICAL DRAWINGS. DEMOLITION <br /> o EXISTING DERELICT EXISTING SEGMENT C EXISTING DERELICT INCLUDES DECKING, STRINGERS, CAPS, AND PILES, ETC. <br /> EXISTING SEGMENT C Z-SHEET PILE BULKHEAD Z-SHEET PILE <br /> O BULKHEAD iI AT MUDLINE AT MUDLINE DISCONNECT AND STORE EXISTING R-DOCK GANGWAY AND <br /> ii <br /> HARDWARE AT TOP OF GANGWAY INCLUDING SECURITY FENCING <br /> i 0 <br /> I &SECURITY HARDWARE. REMOVE (2) EXISTING R-DOCK FLOAT <br /> 0 jl ( SECTIONS BELOW GANGWAY AND RECONNECT AT BASE OF <br /> a I D I O WALKWAY AT RELOCATED T OOCK TTOMGOFGR GANGWAY. <br /> GANGWAY. SHIFT(2) <br /> GUARDRAIL II D1.08 <br /> 0 IGUARDRAIL R-DOCK END FLOATS DOWN AND RECONNECT TO EXISTING <br /> z <br /> w GUEST DOCK 5 II BULLRAIL (� 0 ® R-DOCK. PROVIDE WALER CONNECTIONS TO MATCH PATTERN <br /> APPROACH PIER / 0 OF EXISTING DOCK. SEE SEQUENCE 4 FOR ADDITIONAL <br /> J1+I( GUEST DOCK 5 INFORMATION. <br /> z [\O i ) APPROACH PIER I <br /> DEMOLISH APPROACH PIER FOR R-DOCK. INCLUDES RAILINGS, <br /> 0 I, -\......"--\_/-\.. 10 DECKING, STRINGERS, CAPS AND PILES, ETC. STORE FENCING <br /> F <br /> o f <br /> AND SECURITY COMPONENTS FOR REUSE. <br /> " I" .....m.„..0 EXISTING 11 REATTACH EXISTING 0-DOCK AND R-DOCK GANGWAYS TO NEW <br /> o EXISTING AI0-DOCK <br /> O APPROACH PIER. INSTALL BULLRAIL AT EDGE OF FLOAT. <br /> o <br /> Q-DOCK O12 DEMOLISH REMAINDER OF SEGMENT D WHARF. SEE 01.01 AND <br /> o — 7 SEGMENT D <br /> ' EXISTING EXISTING D1.02 FOR ADDITIONAL INFORMATION. <br /> WHARF <br /> er ::::::::.:♦:♦ WHARF SEINE¶ <br /> EXISTING <br /> PIER <br /> o SEINEPIERFIRE ♦�♦��������� FIRE PLAN NOTES: <br /> N RPBP SYSTEM : : RPBP SYSTEM E 0 1. SEE 01.01 AND D1.02 FOR EXTENTS OF DEMOLITION. <br /> '������ D1 08 2. SEE MECHANICAL AND ELECTRICAL SHEETS FOR UTILITY <br /> — � �_ DEMOLITION AND REROUTING FOR ITEMS SUCH AS WATERLINES, <br /> nnlillF WATER UTILITY BOX, ELECTRICAL PANEL, ETC. <br /> EXISTING eriEXISTING RELOCATE PORTION 3. CONTRACTOR SHALL COORDINATE DEMOLITION PHASING AND <br /> z R-DOCK RELOCATE�OF R-DOCK SCHEDULEACWITH HPORT OV PRIOR TO MOBILIZATION.O <br /> .r 4. CONTRACTOR SHALL PROVIDE A DEMOLITION PLAN AS REQUIRED <br /> n O BY THE SPECIFICATIONS. <br /> v RELOCATED BACKFLOW PREVENTER- EXISTING WATER UTILITY BOX _____ 5. CONTRACTOR MAY PROPOSE ALTERNATIVE CONSTRUCTION <br /> PORTION OF SEQUENCE. THE CRITERIA FOR ACCEPTANCE SHALL INCLUDE <br /> EXISTING WATER UTILITY BOX 0 0 <br /> EXISTING <br /> TO BE SHIFTED 0 0 RELOCATED R-DOCK GANGWAY BULLRAIL (rif <br /> LIMITING PUBLIC ACCESS TO 0-DOCK AND R-DOCK OF NO MORE <br /> N EXISTING R-DOCK GANGWAY AND RECONNECTED j THAN 2 DAYS DURING EACH GANGWAY RELOCATION. <br /> i CONTRACTOR TO PROVIDE ADEQUATE PUBLIC SAFETY MEASURES <br /> i TOSECURE OPENINGS IN RAILING FOR 0-DOCK AND R-DOCK <br /> GGANGWAYS PRIOR TO PLACEMENT OF GANGWAYS IN FINAL <br /> W PROPOSED PHASING STAGE 3 PROPOSED PHASING STAGE 4 POSITION ON NEW PIER. <br /> W IF THIS DRAWING IS NOT <br /> 0 22"x34" SCALE ACCORDINGLY. <br /> ce PROJECT ENGINEER. SCALE: PORT OF EVERETT <br /> DWG NO. <br /> o PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED D1.03 <br /> a Port o PROGRAMS,METHODS OR PROCEDURES OF OPERATION.OR THE <br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. , w .✓'� DESIGNED BY: DATE: SEINER WHARF SEGMENT D & <br /> I t <br /> e 1736 Fourth Avenue S.,Suite WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, /�� ,'�� , V. NGUYEN JUNE 13, 2016 /-� CIP NO. 2-0-023-01 <br /> R <br /> �� Seattle,Washington 9R134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ��I .� !!!! PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 <br /> a ��� ® © C DRAWN BY: CHECKED BY: <br /> P:206.624.13H7 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br /> ,j sZ• IiNGINEERS,INC. www.PndenKinc.r..cnm AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN % •�•3g31Yse��o 2� G. DEAN T. BELSICK PROJECT MR-CM-2016-06 <br /> 8 // P.O. BOX 538 �06/13�16 TB ISSUED FOR BID AND CNSTRUCTIN APPROVAL ANYFROM THAT WOULWINGS D CONS7RTUTEE SA NOT DETRIMENT E USED `'rSZ�NAL EAG` APPROVED BY: SEGMENT D NO. <br /> N EVERETT,WA 98206 <br /> (425)259-3164 <br /> NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. c,//1/4, Q A N D R DOCK ACCESS PHASING SHEET NO. 13 OF 71 <br />