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1,10 <br /> TRANSITION <br /> 2'-0" WT6x36 STRINGER 3/4"0 ECONOMY 3/8"0 x8" LAG 4x12 TIMBER GLULAM FIELD CONCRETE <br /> GUARDRAIL CONNECTION, TYP. /HEAD BOLT, TYP. SCREW, TYP. DECK STRINGER, TYP. VERIFY FILL <br /> EXISTING <br /> GUARDRAILMENT BASE <br /> -, . _ ._, . , . .,.... , ..... .... . - f CONCRETE CAP <br /> 4_ ,_ <br /> I <br /> - - ®. p ate— I._ WEIR NOTES: <br /> O _ _ -_. a - s_ I 1. ALL JOINTS SHALL BE WELDED CONTINUOUSLY, <br /> y -� Z' - I ' - I UNLESS OTHERWISE NOTED. <br /> 1 p p I IF I 2. ALL BUTT J;flu:OAT:Ls,SHALL BE CJP, UNLESS <br /> ji <br /> p I 1 4 1 I OTHERWISE D. <br /> 3. ALL STEEL SHALLBEWELDED WIHA1/2"t END L - - 5/16" FLLEEQUIVALENT BEVEL, OPLATE, TYP. DBL HP FIELD VERIFY LOCATION OF END I © APPROVED UNLESS OTHERWISE NOTED. <br /> PILE CAP I' ' PILE CAP WT STRINGER CONNECTIONill 1 I . - <br /> ELECTRICAL CONDUIT, STIFFENER, TYP. r STEEL PIPE <br /> SEE ELECTRICAL PILE, TIP. <br /> O O <br /> 1 DBL HP PILE CAP ELEVATION: BENT P2 <br /> S4.01 SCALE: 1/2" = 1'-0" <br /> #4 ©12" O.C. INSTALL <br /> (4) #7 CONT. W/EPDXY ADHESIVE <br /> CONCRETE FILL. <br /> TRANSITION RADIUS EDGES 3/8" <br /> GLULAM PLATE SILICONE JOINT FILLER W/BACKER <br /> STRINGER, TYP. TIMBER ROD AS RECOMMENDED BY FILLER <br /> o DECK MANUFACTURER <br /> N PROVIDE SHORT SLOTTED <br /> VERTICAL HOLE, TYP. <br /> GLULAM STRINGER EXISTING <br /> DBL HP STEEL PIPE <br /> 3" �- 1/2" OR RIM BOARD CONCRETE <br /> 1 1/2" TYP. GAP WT STRINGER -\\ <br /> b PILE CAP PILE BELOW <br /> -0 CONNECTION, TYP. <br /> A111111111 W <br /> i 3" lifillir <br /> • <br /> m TYP. MIMIIIII <br /> 6" EMBEDMENT, <br /> I U ..---- i ----- TYP. <br /> • - ---- A <br /> ...... <br /> w o 1 -----F-N • • <br /> 0 UNINEIR <br /> MIMI <br /> F 1 ® Al, _ T . <br /> U — <br /> CLIP CAP TYSTIFFENER i� \ raFil / <br /> Z CLIP CORNERS, TYP. \`v <br /> o DBL HP , 1/2V <br /> a PILE CAP 1/2" / 10" <br /> TYP. 1/2"t PILE CAP <br /> m STEEL ISTIFFENER, TYP. <br /> � PIPE PILE <br /> 0 <br /> 0 1111 . <br /> N I I <br /> " DBL HP <br /> cc PILE CAP I <br /> En B SECTION ill <br /> SECTION ® CONCRETE FILL DETAIL <br /> 54.01 DECK AND GUARDRAIL NOT SHOWN FOR CLARITY. SCALE: 1" = 1•-0•' SCALE: 1 1/2" = 1'-0•' <br /> ul <br /> o SCALE: 3/4" = 1'-0" <br /> I <br /> o <br /> N <br /> O <br /> O <br /> , r-5q\ - • <br /> w IF THIS DRAWING IS NOT <br /> 0 22"x34" SCALE ACCORDINGLY. <br /> I— PROJECT ENGINEER: SCALE: <br /> ce a ' PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY IAN T. BELSICK NOTED PORT O F E V E R E T T DWG. NO. S4.02 <br /> Porto PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE �. Bp DESIGNED BY: DATE: <br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. SEINER WHARF SEGMENT D & <br /> ,o I 1736F,,,,nh.AvenueS.,Sui: A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, " r,', A A V. NGUYEN JUNE 13, 2016 CIP NO. 2-0-023-01 <br /> �� re © ® Seattle,Washinlnon 9x134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF '��� �-.� !! PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09. <br /> ---y, \6" a DRAWN BY: CHECKED BY: - ___ <br /> L71. <br /> P:2(16,.624.13x7 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY4ts <br /> .S• I.NGINLLRS,INC. www.pnd i s.rs AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN o m 4v .�� G. DEAN T. BELSICK PROJECT MR-CM-2016-06 <br /> o �7 P.O. BOX 538 b com APPROVAL FROM PND- DRAWINGS ARE ALSO NOT TO BE USED eas°6acs4�G� APPROVED BY: PACIFIC RIM PLAZA PLATFORM NO. <br /> N EVERETT,WA 98206 06/13/16 TB ISSUED FOR BID AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT 'iONAL 1' <br /> (425)259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. (01/40 SECTIONS AND DETAILS SHEET NO. 38 OF 71 <br />