Laserfiche WebLink
EXISTING STEEL GUARDRAIL TO – <br /> N BE REMOVED AND STOCKPILED <br /> EXISTING CONCRETE PER PORT'S DIRECTION <br /> PEDESTALS TO REMAIN I <br /> EXISTING CHAINLINK FENCE <br /> TO BE REMOVED AND <br /> - Ci c." _� ..>. w. ...wwa•�w .1 \ FOR GUUESTUTURE DOCK INSTALLATION AP ROCH P ER.D <br /> dP CwiA":.i"",,y'w vrf wi <br /> ✓ /`.:✓ l ;' �^ COORDINATE WITH PORT, SEE 52.06 <br /> — =r....... �...i... ti iIl E 4 / 4,w./ -... lar^ .: s .d_�l - .l�.a F \® FOR ADDITIONAL INFORMATION, <br /> ►` PER PORT'S DIRECTION WITHIN <br /> EXISTING CONCRETE PEDESTALS \; \ 1 MILE OF PROJECT LOCATION <br /> _EXISTING STEEL GUARDRAIL TO BE REMOVED AND STOCKPILED EXISTING SEGMENT A NA <br /> TO REMAIN PER PORT'S DIRECTION WITHIN BULKHEAD, TO REMAIN \ <br /> 1 MILE OF PROJECT LOCATION <br /> ‘\'' "'\ X \ <br /> \_ <br /> EXISTING CENTRAL DOCKS <br /> K, L, M GATE HOUSE, It <br /> TO REMAIN .. <br /> ct <br /> CENTRAL t <br /> MARINA X <br /> 411 <br /> 3 <br /> o <br /> o LEGEND A <br /> /////// DEMOLITION AREA11 EXISTING CONCRETE <br /> CURB, TO REMAIN <br /> a <br /> 4 <br /> rc- - .1 <br /> A <br /> EXISTING CHAINLINK <br /> Q. <br /> IA IF <br /> FENCE TO REMAIN <br /> o <br /> 1- <br /> r <br /> 44 41 <br /> H <br /> sto � <br /> Li <br /> o x <br /> U <br /> EEXISTING SEGMENT B <br /> N BULKHEAD, TO REMAIN <br /> 0 <br /> o <br /> o <br /> Q 1 <br /> o x <br /> m <br /> o Ij4 , <br /> 0 <br /> N I <br /> 4 1 <br /> S <br /> Q <br /> 2 X <br /> W <br /> N <br /> pU <br /> 0 <br /> Cl <br /> o PLAN I <br /> iwSCALE IN FEET / 1".7'r <br /> 0' li <br /> LIF THIS DRAWING IS NOT 20MilI0 20 40 <br /> 16- 22"x34" SCALE ACCORDINGLY. <br /> r0 4 <br /> PROJECT ENGINEER: SCALE: PORT O F E V E R E T T DWG. NO. <br /> o- PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED D1.09 <br /> PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE <br /> I Port of CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS 'w DESIGNED BY: DATE SEINER WHARF SEGMENT D 8c <br /> 5 I 1736e,Was Avenue 8134 m A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, , r'iA A V. NGUYEN JUNE 13, 2016 GIP NO. 2-0-023-01 <br /> a /�� Seattle,Washington Y8134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ,d �.� 777 PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 <br /> N ® ® © C DRAWN BY: CHECKED BY: <br /> EVERETTp:206.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br /> ,� .•°.\$. ENGINEERS,INC. wvw.p"ae AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN o 08312 0 °4 G. DEAN T. BELSICK PROJECT <br /> ngineers.aom .t. e t G. MR–CM-2016-06 <br /> 0 I/ P.O. BOX 538 O6 13 1B NP ANOYVMANNER THAT WOULD CONSTITUTE ALSO <br /> DETRIMONBE USED �SS�ONAb�'�G` APPROVED BY: PACIFIC RIM PLAZA PLATFORM N0. <br /> (425 68206 <br /> / / TB ISSUED FOR BID AND CONSTRUCTION <br /> 2 (425)259-3164 N0. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. (Oh 1/40 D E M O,L I T I 0 N PLAN SHEET NO. 19 OF 71 <br />