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r <br /> nn <br /> II I <br /> ALUMINUMDECORATIVE CAST <br /> 11 BOLLARD BY URBAN ACCESSORIES <br /> II I MODEL NO. DG-4 WITH REM/LOCK <br /> ASSEMBLY MOUNT OR APPROVED EQUAL <br /> 11 1 <br /> ai <br /> ll <br /> Lo <br /> T II <br /> "' II I SLIP RESISTANT <br /> II I HSC-600 TRANSITION PLATE BY MM SYSTEMS RAISED PROFILE <br /> CORPORATION OR APPROVED EQUAL11 1 RUBBER ANTI VIBRATION <br /> PADLOCK CONCRETE HEAVY DUTY ALUMINUM GASKET <br /> II I (BY PORT) SIDEWALK HINGED SAFETY COVER HEAVY DUTY ALUMINUM <br /> 11 I IMPACT/SOUND DAMPER ANCHOR PLATE <br /> 11 CONCRETE CAP <br /> TIMBER DECK PER PLAN <br /> ° a <br /> 4 ° <br /> 3 ° a ° a 4�\.�•\\\fi\\rj\\\4/\1M\\�/h\/0\41,411. <br /> 0eOi�1 <br /> \ " <br /> '17 <br /> / STAINLESS STEEL EPDXY <br /> n a ,\/ GLULAM GAP INSERT ANCHOR PER <br /> ° <br /> /\/\ PER PLAN PER PLAN MANUFACTURER'S <br /> 5 4 �° a G° /�\/ SPECIFICATIONS <br /> 1 a <br /> . a \ , <br /> 0 , <br /> 44 <br /> % 4 a 8 4 a REM/LOCK ASSEMBLY <br /> a 4 4 \ \ INSTALL PER MANUFACTURER'S <br /> w d • ° Q a /� SPECIFICATIONS NOTE: <br /> cx � PROVIDE 45'CUT AT ALL <br /> o a° 4 4° CORNERS 1/4" MAX GAP. <br /> HZ <br /> ° <br /> M a <br /> 0 a �� <br /> CONCRETE Wco CAP a ° a a TYPICAL TRANSITION PLATE DETAIL <br /> F0 44 o` SCALE: 1 1/2" = 1'-0" <br /> U, <br /> Z <br /> z <br /> U <br /> 0 <br /> Q <br /> in <br /> K <br /> O <br /> 0 <br /> w <br /> U, <br /> B1 <br /> VS <br /> t1 <br /> Ce <br /> zQ <br /> 3 <br /> K <br /> w <br /> Id REMOVABLE BOLLARD DETAIL <br /> NTS <br /> 0 0 <br /> V t 1 <br /> (/^I/ <br /> F <br /> H <br /> IF THIS DRAWING IS NOT <br /> O 22"x34" SCALE ACCORDINGLY. <br /> I- PROJECT ENGINEER: SCALE: DWG, N0. <br /> o ' PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED PORT O F E V E R E T T C1.03 1.O 3 <br /> a Port O✓ PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE `'1,N a1AN d DESIGNED BY: DATE: SEINER WHARF SEGMENT D & l! 1 <br /> IPort CONSTRUCTION OF THE DESIGN SHOWN ON OHESE LED O T. T° CIP NO. 2-0-023-01 <br /> co r361'ounhAFnucS.,suitn9 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, •,'' ;f14('‘1V. NGUYEN JUNE 13, 2016 PACIFIC RIM PLAZA PLATFORM <br /> o �/� © © © Srnnlc,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ' `� 2-0-044-01, 6-8-001-09 <br /> a �/ C DRAWN BY: CHECKED BY: <br /> N P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY � <br /> N ���• IiN(:1NBGRS,INC. =w=.I, I n.inccrs.c,xn AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN o 712 0 0� G. DEAN T. BELSICK PROJECT MR-CM-2016-06 <br /> P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED F',5,6,',311,‘""�V` APPROVED BY: REMOVABLE BOLLARD DETAILS N0. <br /> o /\06�13�16 TB ISSUED FOR BID AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT %At l' <br /> j EVERETT, WA 98206 DIRECTLY OR INDIRECTLY TO PND. (0h3//(9 AND TRANSITION P LATE DETAILS SHEET NO. 49 OF 71 <br /> (425) <br /> (425) 259-3164 NO. DATE BY REVISION <br />