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36'-5" <br /> 0 2 <br /> � STIFF. <br /> 2'-2 1/2" 10" DBL HP14x73 <br /> TYP. /PILE CAP <br /> / (1-) , <br /> / / J[ 1/2"t END PLATE <br /> — — — — —\- -3( JL __1(___ — — — �FLANGES TO <br /> (� I �� �� (� 0WEBS SEAL WELD <br /> \_ AFTER GALVANIZING, <br /> ►— — ___3I\ J i _NI JL �I\ _7\4 _ = TYP. <br /> ---11--- / --II---- <br /> STEEL PIPE Alk <br /> PILE, TYP. Mir \ <br /> STIFFENER <br /> NOTE: DBL HP PILE CAP 1 PLATE, TYP. <br /> PILES CENTERED ON GRID LINES, <br /> UNLESS OTHERWISE NOTED. SCALE: 3/4" = 1'-0" <br /> 36'-5" <br /> 1 2 <br /> 2'-3 1/4" <br /> DBL HP14x73 <br /> PILE CAP <br /> / / I / \ - 1/2"t END PLATE <br /> — — _A,____ ._)t_ -Ai — �— = FLANGES TO q <br /> WEBS SEAL WELD <br /> (I 11‘ ( u) (0 0, /,,,, -AFTER GALVANIZING, <br /> sir-- <br /> /---11---- ---11\_)1/ <br /> STEEL PIPE Mk <br /> c 2'-2 1/4" 10" PILE, TYP. 1r <br /> c. STIFFENER <br /> q. STIFF. DBL HP PILE CAP 2 PLATE, TYP. <br /> cc <br /> a c. STIFF. Ei SCALE: 3/4" = 1'-0" <br /> in q PILE <br /> F <br /> a. - q PILE CAP <br /> c GRIND SMOOTH TO 12" EACH q PILE <br /> t SIDE OF CENTERLINE OF PILE 3 8 * * NO GALVANIZING REQUIRED <br /> 1 AT BOTTOM FLANGES, TYP. 8" <br /> 4" <br /> TYP. IN THIS AREA, 3" FROM SIDES <br /> i (2) 3/4"0x8" WELDED HEADED STUDS AT AND ENDS OF BEAMS <br /> E 12" O.C., FIELD WELD FULL STRENGTH I, I <br /> T.. TO CAP, VARY SPACING TO AVOID <br /> {: CONFLICT W/REINFORCEMENT, TYP. <br /> 3 SIDES, 5/16 11,. Imo <br /> 1 TYP. 5/16 I 1 2" <br /> c <br /> 61 III.1 <br /> TYP. <br /> 1/2"t STIFFENER PLATE, <br /> 4 CLIP INTERIOR CORNERS <br /> n 3/4", TYP. <br /> C iliill . ... , <br /> i; DBL HP PILE CAP 1 2 <br /> PER PLAN <br /> k STEEL <br /> v PIPE PILE <br /> i --- <br /> I ® DBL HP PILE CAP SECTION ` <br /> 8 SCALE: 1" = 1'-0" e-)3 i f <br /> CC <br /> I. <br /> IF THIS DRAWING IS NOT <br /> "22"x34" SCALE ACCORDINGLY. <br /> t ' PROJECT ENGINEER: SCALE: PORT OF F E V E R E T T DWG. NO. <br /> a PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY J. KEISER NOTED S2.02 <br /> Port o PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE \ <br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. 'e� i/�"y� DESIGNED BY: DATE: SEINER WHARF SEGMENT D & <br /> m + 1730 Fourth Avenue S.,Suie A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, ,,1 ;A A J. RUPP JUNE 13, 2016 CIP NO. 2-0-023-01 <br /> a \/�" ® I © I ® Sennle,Washington 98134 - THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ���� 1-.� !. PACIFIC RIM PLAZA PLATFORM 2-0-044--01, 6-8-001-09 <br /> u, • C DRAWN BY: CHECKED BY: <br /> P:206.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br /> v �1\• ENGINEERS,INC. www.pndengineers.com AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN % sc393T2F..cc`2� G. DEAN T. BELSICK GUEST DOCK 5 APPROACH PIER PROJECT MR-CM-2016-06 <br /> F. �/ P.O. BOX 538 - IN ANYMANNERTHAT WOULD CONSTITUTE AL FROM PND. DRAWINGS ARE SA DEO OTRIT MENTO USED mss'i0 1'G APPROVED BY: <br /> EVERETT,WA 98206 O 06/13/16 TB ISSUED FOR BID AND CONSTRUCTION NA6 <br /> (425) 259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. Oh 1/40 PILE CAPS AND DETAILS SHEET NO. 23 OF 71 <br />