Laserfiche WebLink
TRANSITION <br /> PLATE <br /> BULKHEAD CONCRETE CAP. <br /> CAP POSITION SHALL BE ADJUSTED <br /> TO ACCOUNT FOR FINAL POSITION <br /> DBL HP OF STEEL SHEET PILE AND WHARF <br /> PILE CAP © OA BULKHEAD <br /> STEEL PEDESTAL SHEET PILE <br /> AND GUARDRAIL GRAVEL BORROW FILL, <br /> TIMBER DECK COMPACT PER SPECIFICATIONS <br /> GLULAM 4" CRUSHED SURFACING VERTICAL <br /> STRINGER, TOP COURSE SAWCUT <br /> TYP. I I EXISTING ASPHALT <br /> GRADE <br /> TOP OF DECK EL. VARIES <br /> x : gin «u1 4.xm. <br /> SEE (1.01 FOR TOP OF - - <br /> DECK ELEVATIONS iNoo _ _ 4 <br /> MHHW p '.'''` �\/�\// <br /> EL. +11.11 = >ri '��/ EXISTING TIE <br /> WHARF PIPE PILE ,i BACK, TYP. <br /> 4 /4 it <br /> PER SCHEDULE, TYP.� 7S ♦ \\,1- <br /> - <br /> EXISTING APPROXIMATE EL. +7.0' ,.` " \< <br /> RIPRAP. SLOPE VARIES / /�/j, //� EXISTING TIMBER <br /> o ALONG LENGTH OF WHARF VI <br /> 4 }V�/� //��/ TIEBACK <br /> 0 PLACE ADDITIONAL RIPRAP WHERE // <br /> y EXISTING RIPRAP SURFACE A. . • <br /> I IS BELOW THIS SLOPE .i Ar4. j , <br /> P.) J� <br /> lr <br /> i MLLW p 2 <br /> it EL. 0.0 <br /> a <br /> w <br /> re EXISTING <br /> o <br /> TIMBER PILE <br /> la M /T. PEXISTING <br /> /4_ � �- LOWER TIMBER <br /> o BULKHEAD <br /> F iv," 4: 4 /N./ <br /> ''✓ BULKHEAD STEEL <br /> o r 0.. EXCAVATE EXISTING RIPRAP SHEET PILE <br /> o AS REQ'D FOR PILE DRIVING <br /> i REINSTALL OR REPLACE RIPRAP <br /> ¢ IN-KIND AFTER DRIVING IS COMPLETE <br /> a <br /> m <br /> Le <br /> 0 <br /> 4 <br /> W A SECTION <br /> • <br /> N S3.01 SCALE: 1/4" = 1'-0" <br /> b <br /> n: <br /> 'i3 <br /> w <br /> w <br /> z <br /> La <br /> 1n <br /> 0 <br /> i <br /> I <br /> 0 <br /> lV <br /> W 1 <br /> t IF THIS DRAIMNG IS NOT <br /> 1 <br /> O 22"x34" SCALE ACCORDINGLY. <br /> I-re ' PROJECT ENGINEER: SCALE: P O R T O F E V E R E T T DWG. NO. <br /> 0 PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED S3.02 <br /> I Port 0 PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE ` '4ii <br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. • '°� ,{i'� DESIGNED BY: DATE: SEINER WHARF SEGMENT <br /> .n 173GFoutthAvenueS.,S"ireA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, /�` �' �, V. NGUYEN JUNE 13, 2016 CIP NO. 2-0-023-01 <br /> g �• ® I © I © SennI Washinxon 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF '•0.17 �-.� PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 <br /> • C DRAWN BY: CHECKED BY: <br /> N P:206.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br /> N �`Z• gineea.com AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN ?p 4k.4139312 0 G. DEAN T. BELSICK PROJECT <br /> o ,i ENGINEERS, wu�v.pndcn APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED �c�' 1.....62 NO. MR-CM-2016-06 <br /> P.O. BOX 538 / IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT S'IOW,V APPROVED BY: SEGMENT D <br /> EVERETT,WA 98206 _ �Dli/13 16 TB ISSUED FOR BID AND CONSTRUCTION <br /> DIRECTLY OR INDIRECTLY TO PND. I y (0 SECTION <br /> I*/ <br /> (425) 259-3164 NO. DATE BY REVISION SHEET NO. 29 OF 71 <br />