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1 N <br /> 1 <br /> o EXISTING CONCRETE,.- - NEW <br /> 1 <br /> • PLANTING STRIP <br /> aa � 4 O,( ° tA\ °, <br /> O \- i Q k .+ <br /> 4f tl' <br /> °. • AQ 1 <br /> SHEET PILE CONNECTOR. € NEW CONCRETE <br /> d SUBMIT SELECTED EXISTING TIMBER I CURB <br /> °I A CONNECTOR FOR.APPROVAL BULKHEADS, BELOW <br /> a. �' <br /> • �. <br /> EXISTING TIMBER <br /> [4 d• BULKHEAD, BELOW, TYP. <br /> � -N <br /> • a I <br /> NEW CONCRETE SIDEWALK EXISTING <br /> °: PLANTING STRIP <br /> 3 1 0 D -1 <br /> Q M <br /> o <br /> 4 ° S3.06 SIM. N 2- <br /> M 1 Az <br /> rI ... . •a <br /> gg m <br /> W ! d N <br /> °m <br /> vii ° ° <br /> xi <br /> N xi <br /> O <br /> a ABS DEWATERING A <br /> w FILTRATION SYSTEM .f. ° } <br /> o d <br /> lei[§ L INSTALL GEOTEXTILE <br /> U .•.'a <br /> i SHEET PILE CONNECTOR ° TO CONTAIN FILL <br /> o SUBMIT SELECTED CONNECTOR BULKHEAD STEEL BETWEEN BULKHEADS <br /> F SHEET PILE, BELOW <br /> FOR APPROVAL HP16x88, 40'-0" LONG <br /> Ra v • K DRIVE FLUSH TO EXISTING \ EXISTING <br /> I CONCRETE <br /> rn • 24"0 x 0.5"t a A S3.08 TIMBER BULKHEAD <br /> EAD <br /> 0 B PIPULKE 1-3". i INSTALL CAP AGAINST CURB <br /> I EXISTING TIMBER BULKHEAD <br /> . o . <br /> \ ion ° 4 o O 4 d v a . '° ° 4 4 ` WITH FELT PAD BETWEEN I <br /> CO ° \\ 18 � 9 40 1 a �` /�a . d II I. is z 1 a <br /> AO <br /> / - < 1 <br /> W a .-_ `� d Qin/ C ' •. a,—/ i o. i . X.—At.--1 4 ° � .d <br /> - ° <br /> CA WS 8 <br /> % ° <br /> re w ABS DEWATERING <br /> z FILTRATION SYSTEM NEW <br /> z <br /> ziBULKHEAD EXISTING SEGMENT EDRIVEWAY <br /> uwi SHEET PILE CONNECTOR FOR CONCRETE CAP <br /> SUTURTIMBER BULKHEAD, INSTALL BULKHEAD STEEL <br /> SEGMENT E WORK. BELOW', SHEET PILE AS NEAR AS <br /> I SEGMENT E FOR APPROVAL <br /> EXISTING SUBMIT SELECTED CONNECTOR POSSIBLE TO HP16 (6" MAX.) <br /> S WHARF <br /> EAST CORNER — BULKHEAD DETAIL g <br /> SCALE: 1" = 2'-0"IF THIS DRAWING IS NOT <br /> 0 22"x34" SCALE ACCORDINGLY. <br /> CCCC ' PROJECT ENGINEER: SCALE PORT O F E V E R E T T DWG. NO. <br /> a_ PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY CAM T. BELSICK NOTED S3.07 <br /> PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE AS p4,n CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. ��'',�Mwai �!! DESIGNED BY: DATE: SEINER WHARF SEGMENT D <br /> e POrt 1V 1736 Fourth Avenue S.,Suite A _ WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, r f M. ANDERSON JUNE. 13, 2016 CIP NO. 2-0-023-01 <br /> d, �• © I © I © Seattle,Washington 98134 - THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ' •�-' 'il' I.l PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 <br /> '� `� P:206.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY 'l� 1 DRAWN BY: CHECKED BY: <br /> �Z• ENGINEERS,INC. www.pnden' AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN C'. ♦ 52609 G. DEAN J. CAMPBELL- PROJECT <br /> 3 ,' <br /> / P.O.BOX 538 gmeeis.eom / INANYTHAT WOULD CONSTITUTE ALSO <br /> A DETRIMENTE USED !t1+g�ONAL Q�G`2 APPROVED BY: NO. MR—CM-2016-06 <br /> EVERETT,WA 962os �O6/13 16 JC ISSUED FOR BID AND CONSTRUCTIONSEGMENT D <br /> 2 (425)259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. 4.0204 BULKHEAD EAST CORNER DETAIL SHEET NO. 34 OF 71 <br />