1500 W MARINE VIEW DR SEINER WHARF 2020-07-14

FUTURE GANGWAY NORTH I EAST 3=6 6" TEMPORARY TRANSITION RAMP -1--- DBL HP 4110111 ,,i- CORNER OF MIN. 52.03 SALVAGED CHAIN-LINK. MIN. FENCING, BEYOND, TYP I I PILE CAP 1 $:>1/43 GUEST DOCK 5 1 PRECAST T 0 EXISTING CONCRETE 1' 3` I APPROACH PIER TIP. I I �. -—--.. PANEL,CONCRETE TYP. • yl . . �� ' � •� • • •��s +17.43' (FIELDVERIFY) .., .. ... - ••-• 1:,_, : . _ ..:... . #.:4 4$ 4S44, ;$ $ �♦ 4* EXISTING O • i. rr.' :�`:•:y Ti:.. r..' TOP OF PANEL ��,� �, ®i�lO ��i� - f` 1 �� ...t.. .�• CONCRETE CAP 7 STEEL PIPE PILE. ---------------------------------- - — +171' " �}:. ilr j 5�•. . ��.. /5I° /li'_° ) < DBL HP PILE //. • CAPTYP.MHHW+11.1' 44 ,, / \I-- GI L.1 CC CO ESEXISTING – •n- .• "• ° z STEEL PIPE PILE \/ TIEBACK m f-- PRECAST •4 4O O3 1 • O I \6 n \OUThNEOF PER SCHEDULE, TIP. / 1 1- 0 CONCRETE v ° ( _• t TRANSITION ;n o \\ - o PANEL, TYP.A • " • $, . 4 g ' J RAMP `' 01 / -, .- 0-DOCK •�• . �` ______•_�." \ ,• . , w GANGWAY n — _ o EXISTING • SHEET SEGMENT D MLLW 0.0' PILE WALL CONCRETE p vtz 14' F d a aI a•< CAP = / /\/\ c� • s2.oa ' a . : E C.I.P. CONCRETE, 3'-0" SOUTH EDGE PILEDCAPH2 I 0 2'-3'I R-DOCK EXISTING ELEV 6'+ �_ /\J \/ \/ /� //\//\\/\ OF PIER GANGWAY CONCRETE /\// //\/�\///\% 2'-3" 16'-0" 16'-0" OL GANGWAY \ \\ a.- 6" 0.� 1 2 3 SEISMIC ---..,c, 0 JOINT c s 36'-6" E OUT–TO–OUT CONCRETE EAST EDGE v EDGE OF OF NEW PIER I CONCRETE I APPROACH PIER PLAN NOTES: GUEST DOCK 5 APPROACH PIER PLAN GI SECTION •v 1. INDICATES PRECAST PANEL TYPE. SEE SHEET SCALE: 1" = 4'-0" SCALE: 1" = a'-o" S2.03 FOR ADDITIONAL INFORMATION. 2. SEE CML ELECTRICAL AND MECHANICAL SHEETS FOR UTILITIES, FINISH GRADE APPROACH PIER FENCING. CONTRACTOR c ELEVATIONS AND OTHER INFORMATION. TO REINSTALL SALVAGED CHAIN-LINK 3. VERIFY 0-DOCK GANGWAY ATTACHMENT FENCING REMOVED FROM PACIFIC RIM PLAZA. E LOCATIONS SUCH THAT GANGWAY IS CENTERED ON FLOAT AT BOTTOM AT LOW TIDE. FENCING TO BE ON INSIDE OF GUARDRAIL J- AS SHOWN. SEE D1.09 AND S2.06 FOR 4. GRID A IS PARALLEL TO SEGMENT D I ADDITIONAL INFORMATION CONCRETE CAP. VERIFY ALIGNMENT IN FIELD. • 5, SOUTH EDGE OF CONCRETE AT PIER TO ALIGN ` WITH FACE OF SEGMENT D CONCRETE CAP. PRECAST Ti VERIFY ALIGNMENT IN FIELD. CONCRETE C.I.P. CONCRETE, • 6. EXISTING DERELICT Z-SHEET PILE WALL NOT PANEL ' SHOWN FOR CLARITY. SEE G1.05 FOR ADDITIONAL INFORMATION. \l E 4" e . < C, < R• < Lil DBL HP PILE CAP, TYP. \STEEL PIPE PILE PER SCHEDULE, TYP. i O I B 1 SECTION �� `1 I i 411 SCALE: 1. = 2.-0" IF THIS DRAWING IS NOT '22"x34" SCALE ACCORDINGLY. PROJECT ENGINEER: SCARE: P O T O F E V E R E T T DWG. NO. R a PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY J. KEISER NOTED SZ.O•� �41AHB Port o PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE *‘‘,1,1A14 A DESIGNED 8Y: DATE 1736 Eouvrh Avcnuc S.,Suire A CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAVANGS. c� n SEINER WHARF SEGMENT D & WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, tri A A J. RUPP JUNE 13, 2016 CIP NO. 2-0-023-01 E • © I © I f Seattle,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ',//` !!! PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-6-001-09 0, P:206.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY v6 a. a DRAWN 8Y: CHECKED BY: „ I.NGINEERS,INC. www.pnaengincers.mn, AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN o„s P��3931)o0 2� G. DEAN T. BELSICK PROJECT MR-CM-2016-06 �f P.O. BOX 538 N ANY VMANNER THAT WOULD CONSTITUTE ALSO DETRIMENT E USED 445,.. ALF.,G` APPROVED BY: GUEST DOCK 5 APPROACH PIER N0. EVERETT,WA 96206 �D6 13 16 TB ISSUED FOR BID AND CONSTRUCTION Y (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. /�3/j(o PLAN AND S E C T I 0 N S SHEET NO. 22 OF 71 ND. DATE BY REVISION