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1/2't PLATE, 2'-11" O'-8"x6"x3/8"t PLATE, <br /> TYR CENTERED ON PIPE STRUTS, <br /> 1"t PLATE W/(4) /1 T 5/16 D <br /> 5/16 <br /> It EXISTING LONG SIDE VERTICAL <br /> O 3/4"0 THRU BOLTS `PIPE• TYP WORK POINT <br /> AT CENTER <br /> 0 O•\ • OF PILE si 7 <br /> I I <br /> 1 17" C "',„ <br /> _ j MIN. <br /> ® FORE: <br /> 'in DECK NOT SHOWN k. T D RAIL, <br /> FOR CLARITY. f <br /> O PIPE STRR T, <br /> 4. <br /> 2" EXISTING STRINGER, NOTE, <br /> 6" TYP. BELOW, TYP e SECTION FORBANDCLARING N�T SHOWN <br /> 2" <br /> CLR. EQ. 10" EQ.I SCALE: 3/4" = 1'-0" <br /> / TYP. <br /> O LADDER PLAN <br /> OTYP SCALE: 3/4" = 1'-0" 3'-6" OPENING <br /> 02'-0" <br /> " OASTM AIy10 �t #10 REBAR VERTICAL <br /> GRA GRAB BAR. PENETRATE <br /> REBAR GRAB BEND 2`i-� PIPE <br /> 0 0 TO MATCH CURVE <br /> OF SIDE RAILS <br /> 3 SIDES 5/16\ 1'-6" 25/16 V �TYP <br /> O - — I` I TYP. 5/16 EXISTING <br /> �- I co <br /> o 111 BULLRAIL <br /> 1 © ► 5/16 .. e 2' <br /> ___1\____ — — — - PORT MAINTENANCE ri WARNING FALL PROIn.INN <br /> IIIMll- N USE ONLY f `o REQUIRED 5, <br /> C O ' _,• TOP OF DECK I I <br /> IC <br /> O T <br /> 2 k_A TA <br /> 1 _ __I rksommur <br /> '''' Milrall I X 1 SLEEPER, <br /> • EXISTINGY V I I /J12 REBAR LADDER ' <br /> TIMBER STRINGER I <br /> DECK ATTACHMENT RUNG IN HOLES <br /> 1 z- <br /> GUEST DOCK 5 APPROACH PIER FENCE PLAN / W. <br /> THRU PIPE, 1 <br /> SCALE: 1" = 4'-0' CONNECTION. FOR • oI c <br /> c DETAILS NOTSESHOWN <br /> S5.04 ll -gi <br /> TYP 5/16 °" -).•..✓ <br /> KEY NOTES: PLAN NOTES. 7" ;• 2"0 PIPE STRUT, FIELD ] `J <br /> MIN FIT AND CENTER ON <br /> O INDICATES CHAIN LINK FENCE REPURPOSED FROM PACIFIC 1. FENCING NOTED IS REPURPOSED FROM DEMOLITION IN NEAREST LADDER <br /> 17 1 RIM PLAZA. SEE D1.09 FOR ADDITIONAL INFORMATION. OTHER AREAS OF THE PROJECT. COORDINATE HANDLING GALVANIZED BANDING RUNG, TYP. li=1� <br /> AND REINSTALLATION WITH THE PORT. TOP AND BOTTOMgriA <br /> I O INDICATES SECURITY FENCE REPURPOSED FROM SEGMENT OF PIPE STRUT 4"0 X-STRONG PIPE <br /> F 2 D WHARF. SEE D1.02 FOR ADDITIONAL INFORMATION. 2. CONTRACTOR TO MODIFY FENCING AS REQUIRED FOR SIDE RAIL 111.111— MP <br /> PROPER DIMENSIONS. FENCE POST SPACING SHALL BE NO �= <br /> REINSTALL SECURITY ACCESS PADS TO MATCH HEIGHT GREATER THAN MAXIMUM SPACING IN EXISTING CONDITION. .r • <br /> " <br /> OAND OFFSET FROM GATE DOOR AT EXISTING CONDITION. •� <br /> COORDINATE RECONNECTION WITH ELECTRICAL. 3. FASTEN FENCE POSTS TO CONCRETE PLANK WITH HILTIPAN <br /> PIPE STRUT, <br /> KWIK HUS SCREW ANCHORS OF DIAMETER TO MATCH 111WREINSTALL Q-DOCK SIGNAGE IN SAME FASHION AS EXISTING FASTENERS. PROVIDE 2 1/2" EMBEDMENT, ' <br /> 5/16 V of oTYP. <br /> - <br /> OEXISTING CONDITION. MINIMUM. SEE D/S2.04 FOR ADDITIONAL INFORMATION. <br /> 11111 <br /> O REINSTALL R-DOCK SIGNAGE IN SAME FASHION AS 4. SEE 52.01 FOR ADDITIONAL INFORMATION NOT SHOWN OR <br /> v` <br /> EXISTING CONDITION. NOTED. NOTE: <br /> PROVIDE NO MORE THAN 2" GAP BETWEEN DIFFERENT 5. DECK PANELS NOT SHOWN FOR CLARITY. 3" "-` — TRIM EXISTING BULLRAIL AS REQUIRED <br /> O6 FENCING TYPES. FOR LADDER INSTALLATION. PROVIDE <br /> I ,......- SLEEPER AND FASTENER AT EACH <br /> O COORDINATE LOCATION OF FENCE POST WI GANGWAY SIDE OF CUT TO MATCH EXI <br /> E 7 CONNECTION. <br /> LADDER SECTION LADDER ELEVATION <br /> `a SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" <br /> /I <br /> IF THIS DRAWING IS NOT <br /> "22"x34" SCALE ACCORDINGLY. <br /> '� PROJECT ENGINEER: SCALE: PORT O F E V E R E T T DWG. <br /> `c PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED 52• 6 <br /> a PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE y DESIGNED BY: DATE: <br /> Porto CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. • SEINER WHARF SEGMENT D & CIP NO. 2-0-023-01 <br /> �� n9er•""nhAvel,ucs.,swtr:A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, '094‘ <br /> lic ���� , J. RUPP JUNE 13, 2016 PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 <br /> c is L ® IE Seattle,Wahin 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF I <br /> y \/• �'"" C DRAWN BY: CHECKED BY: <br /> .n P:206.62+.1987 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY ,p jry <br /> �1• AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN oi, o 312�o �O' G. DEAN T. BELSICK PROJECT MR-CM-2016-06 <br /> ,� I?N GI N L'F.RS,I NC. www.PndenRineerx.com APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED Es, °/aTs• G� GUEST DOCK 5 APPROACH PIER NO. <br /> / P.O. BOX 536 06/13/16 TB ISSUED FOR BID AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT Ns,*;.0 <br /> �� APPROVED BY: <br /> 5 98206 DIRECTLY OR INDIRECTLY TO PND. <br /> (425)2259--3164 NO. DATE BY REVISION b//3/49 FENCE PLAN AND ACCESS LADDER SHEET NO. 27 OF 71 <br />