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�` IPEXISTING SEGMENT C EXISTING SHEET <br /> WALER BELOW, TYP. PILE BULKHEAD <br /> 1 : <br /> EXISTING SHEET <br /> 4N PILE BULKHEAD <br /> EXISTING SHEET. EXISTING SHEET Ank <br /> _ i <br /> PILE BULKHEAD PILE BULKHEADi ,. <br /> Mr <br /> 0 <br /> EXISTING DERELICT <br /> Z-SHEET PILE ' <br /> FELT PAD BETWEEN AT MUDLINE <br /> EXISTING SEGMENT C CAP I. <br /> AND SEGMENT D CAP . \ EXISTING 1 <br /> SEGMENT C <br /> ALIGN EDGE OF SEGMENT D L _ �V \ WALER, TYP. A .10, <br /> AL Ar AA, AI <br /> CAP WITH EDGE OF EXISTING _ ,� --- " 1111 <br /> - AIIPA# <br /> SEGMENT C TO MATCH WIDTH I — — — _ �� i <br /> OF PILE CAPS — — -- <br /> ligr <br /> °- 811 ilLiork '- � CONTRACTOR TO CONFIRM441elli '' t, <br /> REQ.() PLATE WIDTH AFTER <br /> VAIrI <br /> iAllir <br /> ` DRINNPIE BULKHEAD \\ <br /> 4 L <br /> d 4 <br /> a o <br /> ' i i <br /> a <br /> I 4 a A <br /> 90'CONNECTOR SUBMIT SELECTED <br /> RECESS TOP OF CAP IN CONNECTOR FOR APPROVAL BULKHEAD STEEL <br /> HATCH REGION 4" TO MATCH D SHEET PILE <br /> BULKHEAD <br /> _./i <br /> CONCRETE CAP EXISTING SEGMENT C CAP S3.06 CONTROLLED DENSITY FILL <br /> BETWEEN EXISTING SEGMENT <br /> BULKHEAD STEEL ABOVE CAP PLAN C SHEET PILE AND SEGMENT D BELOW CAP PLAN <br /> o SHEET PILE BELOW SHEET PILE. PLACE CDF PRIOR <br /> o EXISTING SHEET TO BULKHEAD CONCRETE CAP <br /> o PILE BULKHEAD CONSTRUCTION <br /> ri 5/16N <br /> 5/16 EXISTING DERELICT <br /> in <br /> R Z-SHEET PILE <br /> 5/16 AT MUDLINE <br /> N L6x6x1/2 <br /> a 13'-0 " x 1"t PLATE / 13'-0" LONG <br /> 0 FIELD FIT WIDTH TO i 4 SEGMENT D WEST : BULKHEAD <br /> o ACHIEVE 4" MIN. <br /> — \ S3.04 SCALE: 1" = 2'-0" <br /> F CLEARANCE / <br /> z / <br /> 2> EDGE OF EXISTING , /\ <br /> SEGMENT C <br /> z CONCRETE CAP <br /> o <br /> F / r <br /> o / \ <br /> to <br /> 0 <br /> a <br /> 0 4" <br /> re CLR. 4"' <br /> E EXISTING DERELICT <br /> B SHEET PILE <br /> V \ 1\ / 5/16V <br /> LL <br /> i NOTE: \ / <br /> 1. COAT PLATES AND ANGLE TO MATCH \ce <br /> W EXISTING SEGMENT C SHEET PILE. <br /> N 2. REMOVE COATING ON EXISTING SEGMENT C 15'-0"x3'-0"x1"t PLATE. <br /> 44 <br /> o SHEET PILE WITH IN 2" OF WELD. REPAIR SLOT PLATE TO PASS OVER <br /> COATING AFTER INSTALLATION. 5/16V N. <br /> EXISTING DERELICT Z-SHEETS <br /> \ j V AS REO'D. PLATE SHALL AVOID <br /> INTERFERENCE WITH EXISTING <br /> N _ _ _- BULKHEAD STEEL SEGMENT C WALER 1 <br /> o SHEET PILE ...... <br /> I <br /> g6 CLOSURE PLATE DETAIL ,,3 _ <br /> IF THIS DRAWING IS NOT -- SCALE: 1 1/2" = 1'-0" <br /> 0 22"x34" SCALE ACCORDINGLY. <br /> PROJECT ENGINEER: SCALE: PORT O F EVERETT DWG. NO. <br /> a PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY As CAMP T. BELSICK NOTED 53.05 <br /> Port o,f WHERE SPECIFICATIONSCTION OOGRAMS. F TSHE DESIGN R ESHUOWN ON THESE DRAW GS THERES OF OPERATION,OR .�e ♦wit, 4, DESIGNED BY: DATE: SEINER WHARF SEGMENT D & <br /> t0 1736 Poutth Avenue S.,Suite WHERE ARE GENERAL OR NOT CALLED OUT, J M. ANDERSON JUNE 13, 2016 CIP NO. 2-0-023-01 <br /> �,•• EVERETT ® © © Seattle,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ,iso I g� PACIFIC RIM PLAZA PLATFORM 2-0-044-01. 6-8-001-09 <br /> ,� `F P:206.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY '�j t DRAWN BY: CHECKED BY: <br /> �• ENGINEERS,INC. .pnA ngineers.eom AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN 1'', 0 52508 • 4� G. DEAN J. CAMPBELL PROJECT <br /> N �t P.O. BOX 538 / N ANOYVMANNER THAT WOULD CONSTITUTE M PND DRAWINGS ARE ALSO <br /> NOT DETRIMENT E USED c�s,9c.....*G>2 APPROVED BY: NO. MR-CM-2O16-06 <br /> EVERETT,WA 98206 �O6/13 16 JC ISSUED FOR BID AND CONSTRUCTIONSEGMENT D <br /> (425)259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. �r<4'02a4 BULKHEAD WEST CORNER DETAIL SHEET NO. 32 OF 71 <br />