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EXISTING <br /> PAVEMENT\ 6" 1'-6" <br /> 1...._._.6" <br /> DS OR MIN. <br /> GROUND UND SURFACE\ \ <br /> FLOW •VO••••••4 <br /> WATER SUPPLY <br /> LINE 1 �j\\/\�\ � / / <br /> 10"0 x 1/2"t STEEL PIPE SEAL WITH BOOT, • ,N,\\„N\�/\/\ I \rr�r��/� //�r/�r/�r/ <br /> SLEEVE, SIZE PER LINKSEAL LINKSEAL, OR APPROVED •\/X ( - j/\/ / <br /> MANUFACTURER'S RECOMMENDATION EQUAL, TYP. 1 L\i/\ \/r 1 <br /> / / J <br /> / 1 /\/r\\ \I \\\\\ <br /> \\ / 1 <br /> 3//—I -\ 8 TYP. \ \\ \\/� <br /> ?I \\�\\\ \\\ \\ / \� <br /> ,AMPORTED GRAVEL <br /> �� \\\\\\\\ /\ OR SUITABLE NAVE <br /> r <br /> Z-SHEET PILE \\\\\\\\\ <br /> BULKHEAD, TYP. <br /> 1 <br /> BULKHEAD PENETRATION SECTION <br /> SCALE: 1” = 1'-0' w <br /> N i\\ <br /> Li <br /> a NN <br /> 6 CRUSHED\ SURFACING <br /> s ,�/\ , BASE COURSE <br /> 0 Z-SHEET, TYP. \\r\ <br /> ,`); l\i \\\r/\\\ • <br /> \\\\\\\\%j\ <br /> Eh 3'-4" NOTE: <br /> 0 FOR ADDITIONAL INFORMATION <br /> 1- PLEASE SEE CITY OF EVERETT <br /> w STANDARD DETAILS 610 AND 611. <br /> C WATER SUPPLY <br /> Li PIPE <br /> z <br /> o PIPE SLEEVE <br /> F <br /> 0 <br /> z � ��% TYPICAL TRENCH SECTION <br /> 0 <br /> ���� <br /> SCALE: 1" = 1'-0" <br /> 0 <br /> z <br /> a <br /> B 0 UNKSEAL <br /> Cr <br /> 2 <br /> 0 <br /> w <br /> Cr <br /> N <br /> N <br /> A <br /> ce 'V <br /> 3 <br /> K <br /> w <br /> Z <br /> W <br /> Al <br /> 0 <br /> i' BULKHEAD PENETRATION ELEVATION <br /> SCALE: 1" = 1'-0" ,Jr .,.- <br /> S <br /> N <br /> 0 / <br /> 0 <br /> k <br /> w <br /> P IF THIS DRAWING IS NOT <br /> 0 22"x34" SCALE ACCORDINGLY. '-- <br /> PROJECT ENGINEER: SCALE: DWG. NO. <br /> c. I PORT OF EVERETT M1.06 <br /> PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY . BELSICK NOTED <br /> o. Port o PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE �6“ <br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. V�4�e. I � DESIGNED BY: DATE: SEINER WHARF SEGMENT <br /> ,o 1736 Fourth Avenue s.,Suite WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, f I C. MCNABB JUNE 13, 2016 CIP NO. 2-0-023-01 <br /> S ��� Seattle,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF 4 PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09 <br /> O ��1 © © ® , `'4 DRAWN BY: CHECKED BY: <br /> i0 Dam P:2 b24.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br /> N Ian AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN o n2aa o G. DEAN G. WATTERS PROJECT <br /> �� 1'N(i1Nl'.I?RS,INC. www.pndengincers.com APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED ,�F 3era�, GN@ NO. MR-CM-2016-06 <br /> N P.O. BOX 538 A06/13/16 GW ISSUED FOR BID AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT S'VOW.$ APPROVED BY: NEW FIRE SPRINKLER <br /> EVERETT,WA 98206 DIRECTLY OR INDIRECTLY TO PND. <br /> (425) <br /> (425)259-3164 NO. DATE BY REVISION t/)3/ic SYSTEM DETAILS SHEET NO. 55 OF 71 <br />