1500 W MARINE VIEW DR SEINER WHARF 2020-07-14

EXISTING TIMBER RUBSTRIP AND EXISTING BUILT-UP WT -- T Q-DOCK Mk SINGLE WALER. INSTALL NEW CONTINUOUS TRANSITION PLATE __ -- / GANGWAY WALER SECTION TO MATCH EXISTING IF BULLRAL TO GANGWAY MATCH IEX SUNG EXISTING WALER WILL NOT SPAN FULL BEYOND HSS8x6x5/16, TYP. — -- / WT TRANSITION PLATE, LENGTH OF 2 FLOATS (3) PLACES, LONG 3" 1W. CLIP STEM AS ON Q-DOCK _ _ _ — _ _ — — SIDE VERTICAL I,� NOTED © s EXISTING EXISTING 6" 1'-O" _ i THREADED THRU ROD, TYP. EXISTING INNER WALER OF DBL EXISTINGEXISTING DBL WALER TYP. TyP _ 8 PLACES. LOCATE IN EXISTING " FLOAT RELOCATED FLOAT Aliri . AND RUBSTRIP (IF) (AF) �- _ _ _ SLEEVES IN CONCRETE FLOAT — — mji BEYOND — — — gri lonr,e1=:..., ..= =.:, . WA I I r -rit 1 6„ --Y.TYP l . a HSS BETWEEN HSS x 2'-0" i FLOATS - ..... ___ BETWEEN BETWEEN FLOATS, TYP. HSS x 4'-0" RELOCATED EXISTING EXISTING EXISTING BETWEEN FLOATS RELOCATED EXISTING 0-DOCK GANGWAY FLOAT Q-DOCK FLOAT THREADED ROD Q-DOCK FLOAT NEW THREADED ROD 3'-0" TO 4'-0" RELOCATED EXISTING SECTION TO MATCH EXISTING SIZE. D Q-DOCK FLOAT CONNECTION ® DOCK GANGWAY FLOAT 1' PROVIDE FASTENERS D1.03 SCALE: 1" = -0" AT LOW TIDE RE CL WHEEL SCALE: 1" = 1'-0" @ ENDS TO MATCH EXISTING BUILT-UP WT BULLRAIL AND SLEEPER TO MATCH EXISTING. -( �'L F BULLRAIL NOT SHOWN TRANSITION PLATE EXISTING FASTENERS TO MATCH EXISTING. LOCATE Q 4'-0" FOR CLARITY BULLRAIL AND SLEEPER FLUSH WITH OUTER I INNER WALER OF MIN. HSS8x6x5/16, T . FACE OF RUBSTRIP. BULLRAIL TO RUN FULL (2) PLACES, LONG RELOCATED FLOAT LENGTH OF FLOAT SECTION, OUT-TO-OUT 3" SIDE VERTICAL I� TAD. WT TRANSITION PLATE, I I 6" OUTLINE OF R-DOCK EXISTING EXISTING '� 7 R-DOCK FASTENER CENTERED ON 6" V-0" DBL WALER GANGWAY INNER WALER RECESS 0 , TYP, TyP TYP. CLIP STEM AS I I MIN GANGWAY BEYOND AND RUBSTRIP \ DBL WALER _ TOP & BOTTOM :01 FA (v1F) (V1F) / NOTED I 0I r___ _ 7:' .'. .... = = =RIR0 , fi FA AIALJA I i E I 6" I p_ \ ._ : HSS x 2'-0" 1 _�.....- .. .. BETWEEN FLOATS, TYP. C NEW THREADED ROD RELOCATED THREADED THRU ROD, TYP.EXISTING EXISTING RELOCATED EXISTING TO MATCH EXISTING SIZE. R-DOCK 4 PLACES. LOCATE IN EXISTING RELOCATED EXISTING B THREADED ROD R-DOCK FLOAT R-DOCK GANGWAY FLOAT PROVIDE FASTENERS FLOAT SLEEVES IN CONCRETE FLOAT R-DOCK FLOAT E R-DOCK FLOAT CONNECTION ®ENDS TO MATCH EXISTING ® SECTION i. D1.03 SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" A. I RELOCATED 3" BULLRAIL WITH z PLATES FASTENERS TO a NOTES: 6" x 1/4"t PLATE 1'-O" x 1/4"t PLATE FLOAT TYP. MATCH EXISTING w 1. CONTRACTOR TO LOCATE FLOATS. COORDINATE LENGTH AS REQUIRED LENGTH AS REQUIRED 1 WITH ENGINEER AS REQUIRED FOR PROPER I BULLRAIL SLEEPERIIIM BULLRAIL FLUSH PLACEMENT. TO MATCH EXISTING WITH FACE OF I. 2. GANGWAY FLOAT MAY NOT BE LAST 2 FLOATS AS ON 0-DOCK RUBSTRIP C SHOWN ON PLAN. GANGWAY FLOAT IS DEEPER I� EXISTING THAN TYPICAL FLOATS. RECONNECT ALL EXISTING 1/4 3-12 rte' WALER AND ¢ FLOATS MATCHING EXISTING CONNECTIONS. 1/4 3 12 An1,1 'I�,� RUBSTRIP v ENSURE TMBER WALER SPLICE PATTERN MATCHES I��'�i3. VERIFY EXISTING SLEEVES IN CONCRETE FLOAT. 4. THREADED RODS TO BE FULLY RECESSED SUCH IFASTENER 1 THAT NO MATERIAL EXTENDS BEYOND FACE OF I CENTERED ON E TIMBER RUBSTRIP. INNER WALER, TYP. c BUILT-UP WT TRANSTION PLATE SECTION ' U IT) t.IF THIS DRAWING IS NOT SCALE: 3" = 1'-0" SCALE: 1" = 1'-0" 4 22"x34" SCALE ACCORDINGLY. II ' PROJECT ENGINEER: SCALE: PORT. OF EVERETT DWG. NO. a PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY J. KEISER NOTED D1.08 PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE Porto CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. •0�'�'✓* DESIGNED BY: DATE: SEINER WHARF SEGMENT D & w 1736 Fourth S.,Suite WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, �%� T',' J. RUPP JUNE 13, 2016 CIP NO. 2-0-023-01 .-...„,,• ® ® © Seattle,Washng,on9K134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ;��I �.1 � , PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 P:206,624,1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY K DRAWN BY: CHECKED BY: • - E N G I N E ERS,I NC. .www.podenb Kea.mm AND ARE APPROVAL OT INTENDED FOR FROM PND. DRAWINGSSE WITHOUT A E ALSO NOTTTENTO BE USED ��'4„ ,0' 5.,, G. DEAN , T. BELSICK Q-D 0 C K AND R-D 0 C K NO PROJECT MR-CM-2016-06 P.O. BOX 53WA I 06/13/16 TB ISSUED FOR BID AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT sr�ON4frAL�� APPROVED BY: EVERETT, WA 98206 (425)259-3164 DIRECTLY OR INDIRECTLY TO PND. ( 3//{p FLOAT CONNECTION DETAILS SHEET NO. 18 OF 71 NO. DATE BY REVISION r