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_ SEGMENT E SEGMENT D <br /> EXISTING <br /> TIMBER DECK TRANSITION <br /> PLATE 4" CRUSHED SURFACING VERTICAL <br /> EXISTING BULKHEAD CONCRETE CAP. TOP COURSE, COMPACT SAWCUT <br /> TIMBER CAP CAP POSITION SHALL BE CONCRETE SIDEWALK, PER SPECIFICATIONS <br /> ADJUSTED TO ACCOUNT FOR SEE COAL <br /> GRAVEL BORROW FILL, GRADE EXISTING ASPHALT <br /> FINAL POSITION OF STEEL COMPACT PER SPECIFICATIONS <br /> SHEET PILE AND WHARF <br /> TOP OF DECK <br /> EL. VARIES I .k.,.�.. . 7. •e�-,. .,.� <br /> a' <br /> / / <br /> i:i, <br /> / \ <br /> A <br /> �"�77 / <br /> ,els•:.'r;,•', <br /> f <br /> �,.\Js <br /> \ \ <br /> 1 <br /> / / / / .. <br /> 0 W - <br /> H <br /> EL. +12.8 _ <br /> • ..hir` <br /> MHHW <br /> V <br /> EL. +11.11 —= / ' / F/ <br /> ` <br /> "• '.•'' - - '<: :` �, + \ \//\/ EXISTING TIEBACK <br /> EXISTING •-......, ,\ /% <br /> TIMBER STRINGER ',' •','"•" `:` `'-1''` '.•' '.` M' n j/i EXISTING UPPER <br /> 3 c Q /\ TIMBER BULKHEAD <br /> r7, 4 a <br /> n TIMBER PILE TIMBERRG <br /> y EXISTING EXISTING L'�`•' /"1 V�\/ TIEBACK <br /> 1 APPROXIMATE `;;••• g, %// <br /> a � <br /> RIPRAP <br /> jr <br /> i .MLLW V Q <br /> L., ---,vr 1 Ili EXISTING <br /> O TIMBER PILE <br /> F- <br /> w <br /> 0 \\_ <br /> w <br /> i BULKHEAD STEEL EXISTING <br /> o SHEET PILE LOWER TIMBER <br /> 0i j <br /> cBULKHEAD <br /> E EXCAVATE EXISTING RIPRAP AS <br /> �REO'D FOR PILE DRIVING. REINSTALL <br /> o <br /> _I V,i j_ OR REPLACE RIPRAP IN-KIND AFTER <br /> o <br /> a DRIVING IS COMPLETE <br /> z <br /> a c,_ <br /> a <br /> m <br /> r <br /> 0 <br /> w <br /> W B SECTION <br /> O 53.01 SCALE: 1/4" = 1'-0" <br /> w <br /> 0_ <br /> za <br /> 3 <br /> K <br /> w <br /> z <br /> W <br /> U0. <br /> I <br /> O <br /> P4 �� <br /> r <br /> , 60 —.1"/ <br /> Ti IF THIS DRAWING IS NOT <br /> 0 22"x34" SCALE ACCORDINGLY. <br /> O4 PROJECT ENGINEER: SCALE: PORT O F E V E R E T T DWG. NO. <br /> a PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED S3.03 <br /> PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE <br /> IPorto CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAW NGS °�T ✓� DESIDNED 6Y: DATE: SEINER WHARF SEGMENT D & <br /> e \),. <br /> © I © I © 1736FounhAvenucS.,SnImA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, a:16 ` V. NGUYEN JUNE 13, 2016 CIP NO. 2-0-023-01 <br /> g ` SeaMc,Washington98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ,46 1.�! ! ,� PACIFIC RIM PLAZA---PLATFORM 2-0-044-01, 6-8-001-09 <br /> a Rattle, INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY y DRAWN BY: CHECKED BY: <br /> _ �,�• ENGINEERS,INC. IM1v.pndengineers.com - AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN mop Pp,39312,o Z� G. DEAN T. BELSICK PROJECT MR-CM-2016-06 <br /> N �/ P.O. BOX WA / NPANYVAL FROM PND. DRAIMNGS ARE MANNEER THAT WOULD CONSTITUTESAO NOT TO DETRIMENT USED e,,"IONM,E,' APPROVED BC SEGMENT D NO. <br /> EVERETT,WA 98206 0 06/13 16 TB ISSUED FOR BID AND CONSTRUCTION • <br /> (425)259-3164 DIRECTLY OR INDIRECTLY TO PND.NO. DATE BY REVISION 44//3/40 SECTION SHEET NO. 30 OF 71 <br />