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EXISTING <br /> SEGMENT C 44 <br /> EXISTING SHEET <br /> BULKHEAD t © PILE BULKHEADS <br /> EXISTING DERELICT <br /> CONTROLLED4 ® Z-SHEET PILE BULKHEAD ST <br /> DENSITY FILL '( ILL <br /> BULKHEAD CONCRETE SHEET PILE EXISTING ULKHEADS <br /> 404 <br /> CAP SHOWN DASHED <br /> ' FOR REFERENCE BULKHEAD CONCRETE <br /> —CAP SHOWN DASHED — <br /> BULKHEAD STEEL FOR REFERENCE <br /> (d r/41 <br /> tit.40 .lOr SHEET PILE -- — — <br /> \__ <br /> I w iii,. AIIP or _ <br /> EDGE OF I I\ — WHARF PIPE <br /> 7CONCRETE I 1 / l PILE BELOW, TYP. <br /> LL � _ - - <br /> APPROACH GUEST PIER 6" 11,1,1 I I„ , ,1,1 <br /> NORTH EDGE / I O O—I l'-1 1 <br /> OF NEW WHARF 11 <br /> EXISTING I I I I I I I <br /> GLULAM <br /> SEINE PIER <br /> II I I I I I I RIM BOARD <br /> II I I __L_ I I <br /> 1 III I I I I I Io <br /> pi III 1 C. I I I . <br /> 1 III I S3.09 I I I I I <br /> in <br /> II s3 osG Il II I I <br /> in 1111 O 0 I II II Ill 1L - - - - <br /> re W 11 I 1 1 I I I I _CONCRETEDGE OF E <br /> 0 - ---__. EDGE OF <br /> z GLB 6 3/4" x 24" <br /> w / EXISTING WHARF <br /> DBL HP PILE 6" <br /> s DBL HP PILE GLULAM BLOCKING AT <br /> -- — CAP, NP. <br /> --- CAP, TYP. GLULAMQUARTER POINTS BETWEEN <br /> z STRINGER, WHARF PILE GRID 10 AND 11, AS SHOWN <br /> E PIPE BELOW, TYP. GLULAM 6" <br /> '� TIMBER DECK STRINGER, TYP. <br /> z ___ . _,/ <br /> 0o GLULAM <br /> O RIM BOARD oma o 0 <br /> En s cZ�m <br /> z �cmoi � <br /> O PROJECT 1 2 10 11 m <br /> Ed CONTROL <br /> o GLULAM 'A' <br /> 1.,„ <br /> BLOCKING, TYP. j <br /> in EXISTING <br /> in <br /> R-DOCK <br /> LL <br /> i 1 SEGMENT D WEST 2 SEGMENT D EAST <br /> re La <br /> 53.01 SCALE: 1" = 5'-O" 53.01 SCALE: 1" = 5'-0" <br /> z <br /> M <br /> in <br /> 3 <br /> I \,-- t <br /> O <br /> csi0 <br /> r <br /> W1 , ,,, <br /> P, IF THIS DRAWING IS NOT <br /> 0 22"x34" SCALE ACCORDINGLY. <br /> I- PROJECT ENGINEER: sDA PORT O F E V E R E T T DWG. N0. <br /> C) PAD INCORPORATED IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED S3.04 <br /> n Port O PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE <br /> Port CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. (MN <br /> � .✓ DESIGNEDBY. DATE: SEINER WHARF SEGMENT D &'o `1 ® I © I © 1736FouxahAvenueS.,BuireA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, �' V. NGUYENJUNE 13, ZO16 CIP N0. Z-O-OZ3-Ol <br /> �� Scnxle,Washingron 96134 THE SPEGFICATIONS SHALL CONFORM TO STANDARDS OF � -.� , PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 <br /> • C DRAWN BY: CHECKED BY: <br /> in 11;216.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY � <br /> ,j ��• ENGINEERS,INC. www.pndengineers.com AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN 1o,4, 0.439312�o �� G. DEAN T. BELSICK PROJECT MR-CM-2016-06 <br /> N �/ P.O. BOX 538 D / INP ANYYAL FROM PND. DRAVANGS ARE MANNER THAT WOULD CONSTITUTE ALSO <br /> DETRIMENTS USED �s'S1ONAL�'w� APPROVED BY: SEGMENT D N0. <br /> EVERETT,WA 98206 �O6 13 16 TB ISSUED FOR BID AND CONSTRUCTION <br /> y DIRECTLY OR INDIRECTLY TO PND. <br /> (425)259-3164 W�/3//i DETAILS <br /> NO. DATE BY REVISION SHEET NO. 31 OF 71 <br />