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PORT GARDNER BAY <br />EAST WATERWAY <br />OUTER HARBOR LINE <br />NOTES <br />INNER HARBOR LINE 1. SEE SHEET C3.1 FOR PAVEMENT SECTION <br />-- -- -- -- -- -- -- -- -- -- -- TYPES/THICKNESS. <br />DEMO & REPL EX OUTFALL M ` \ 2. SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS <br />(SEE SHEET C4.1) BETWEEN NEW REPLACEMENT AND EXISTING <br />/ _ ❑ PAVEMENTS PER SPECIFICATIONS. <br />3. ADJUST EXISTING MANHOLE, HANDHOLE, INLET RIM, <br />CONC BLOCK U L AND/OR VALVE COVER TO GRADE PRIOR TO PAVING. <br />STORAGE AREA ~ 7N / J O PROTECT -IN -PLACE. <br />J _ _ ✓ <br />1 s- � r EX BE Mom` � \� (-� �-- r�l � LL= E G EN <br />EX SAND BACKFILL TO REMAIN 17.35' O ]91 �� STORMWATER LIFT STATION <br />CONTROL PANEL \ FINAL CONTOUR <br />1 oMM POLE: TYR 17.36 `\\ <br />----- 15 <br />/ <br />REPL EX OUTFALL A (SEE z / o <br />SHEET C4.1) <br />DUNLAP <br />(PORT OF <br />✓ EVERETT) <br />O <br />LN <br />A <br />2.1, C3.3 FC,3.1 1 <br />L <br />mw Li <br />NT 77-7 1 <br />a <br />16.07' - <br />d <br />16.07' - <br />1 <br />HIGH-FLO RMWATER "2:::• �. <br />o BYPASS/LIFT STATION SYSTEM <br />o \ <br />® Il im mw p J m - <br />- La- - - - - ' V <br />NT—HML-02 NT—HML—OL L-04 <br />o <br />RIDGELINE=17.76' <br />CESF STORMWATER <br />TREATMENT SYSTEM <br />0 <br />EXISTING CONTOUR <br />d3 \ <br />_-- : 15.85 <br />- =1 1587. 4 <br />f <br />.. <br />NT-HML- 6 mw ® iz r <br />4 <br />RIDGELINE=19.51' RIDGELINE=19.51' P_ STY OF EVERETT <br />NT H L <br />RIDGE 19.51 PORT GARDNER <br />p� o \\ �I `� STORMWATER <br />EX CONTAINER STORAGE PAD \� — — — — — — — — — 19 t — 7 © / FACILITY <br />1 <i Ln ® dAS <br />WAREHOUSE TENANT C <br />LEASEHOLD j 18.08' <br />I I <br />�o l <br />1 _ I 18.08' -� r ✓ ,� V - �` r ❑ <br />\ N: 361820.93 N: 36R26I <br />EX WAREHOUSE \�) E:1301876.97 � i�0�3.1 <br />BLDG <br />d <br />O ° <br />Port of <br />EVERETT <br />P 0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />I <br />x x �,.....,..... Z <br />CARGO CONTAINER <br />RIDGE 17.76' � Ex <br />CONTAINMENT AREA \ :'•{1:'. •.,. <br />o ✓� '16 SUoBSTATION \ \ \ <br />VV a..... w <br />-13 \ C) <br />a <br />------------------� —ter 17— <br />CONCRETE GUTTER, TYP 1 TRENCH DRAIN, TYP 4 0 16 % P <br />3 S1.3 15.85 `� 1O'x15' DUMPSTEIR 0 0 I NT- -30 PERK <br />GUTTER, 10YP3 / ^ TRENCH DRAIN T P & RECYCLE AREA 1- . 1r- a <br />-ter 14 <br />I <br />A <br />NT SOUTH GATE & <br />WAREHOUSE GATE <br />WEST MARINE VIEW DRIVE (SR 529) <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />> -- co <br />9� <br />it ° ,.19• 140 <br />cn. mC(" ___ mll_ _____ MA MA <br />NT-HML-1I �C NT-HML-1L L� '� � / -MT-HML-14 Z <br />ifJ <br />RIDGE 20.90, N � Lp RIDGELINE= 20.90'-8 \ g0 0 80 160 <br />RIDGELINE=20.90 .r ' <br />CONC GUTTER, TYP ,� L ,� — —� <br />—�—�-- <br />\ \ N:3 3443.44-� 40' 120' <br />N:36325A32 I E:1 02191.12 <br />r ��r3o.s eT-HMS.`ly 19 (� SCALE: 1 "=80' <br />T D <br />C3.3 C3.1 <br />I <br />U <br />04/08/2022 <br />NW <br />MARITIME TENANT SITE DEVELOPMENT <br />® <br />12/02/2021 <br />JB <br />DELETE ECOLOGY BLOCK WALL, <br />ADD EX WITS GRAVEL PAD <br />CONTOURS AND UPDATE FINAL <br />GRADES & PAVEMENT COORDINATES <br />0 <br />12/02/2021 <br />NW <br />2—INCH TO 9—INCH PVMT <br />0 <br />07/09/2021 <br />NW <br />ADDENDUM 1 <br />0 <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />0 <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />NO. <br />DATE <br />BY <br />REVISION <br />© <br />07/05/2023 <br />05/29/2022 <br />NW <br />NW <br />RECORD DRAWING <br />SUBSTATION SITE DEVELOPMENT <br />NO. <br />DATE <br />BY <br />REVISION <br />V r-� <br />PROPERTY <br />=C 3, C4.1 C3.13= LINE <br />-17 <br />PROJECT ENGINEER: <br />SCALE: <br />tECORD CONDITIONS <br />N. WATSON <br />1 " = 80' <br />ILLUSTRATED IN THESE <br />'LANS REFLECT <br />DESIGNED BY <br />DATE, <br />J. BECKER <br />05/07/2021 <br />INFORMATION <br />'ROVIDED BY THE <br />DRAWN BY <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />:ONTRACTOR. RECORD <br />:ONDITIONS WERE NOT <br />APPROVED BY: <br />/ERIFIED BY ENGINEER. <br />11I <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />GRADING OVERALL PLAN <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 2204 <br />REDUCE SCALE ACCORDINGLY <br />I DWG. NO. C3.3 <br />CIP NO <br />1-8-900-05 <br />PROJECT <br />NO. MT-NT-2021 -02.2 <br />SHEET NO. 31 OF 150 <br />Z <br />