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P <br />EAST WATERWAY OUTER HARBOR LINE ORT GARDNER BAY NOTES <br />EX BERTHING FLOAT 1. SOIL BORINGS AND GEOTECHNICAL DATA SHOWN ON THIS <br />INNER HARBOR LINE — SHEET FOR REFERENCE AND ARE FURTHER DESCRIBED IN <br />— — — — — — — — — — — — — — — — — — — THE LANDAU ASSOCIATES GEOTECHNICAL REPORT PROVIDED <br />EX CONC STRUCTURE EX OUTFALL M 12" PVC IN THE APPENDIX TO SPECIFICATIONS. <br />CAPPED AT PIPE END EX EX n <br />� E G E N <br />` <br />/ CONC Q EX RIPRAP SHORELINE <br />CONC BLOCK WHARFT WHARF EX WOOD DOCK `P ASPHA <br />p ED HISTORICAL SOIL BORING LOCATION <br />STORAGE AREA _ BA-MW-07 Q EX BARGE DOCK, PIP COMPLETE PRIOR TO 2020 <br />X CONC BLOCKSA F ® � <br />SOIL BORING LOCATION BY LANDAU <br />EX BERM usT70- MW-2 ASSOC., FROM SEPTEMBER 2020 <br />/ ® ® Elo <br />/ PM—MW-7 P —MW-8 REC3—MW-1 0 AND APRIL 2021 <br />EX TOP / — ERT SURVEY ALIGNMENT <br />OF BANK <br />/ REC®MW-3 :.v,,,;•T;':;=` \ oy <br />/ BA-MW-OS SHB-f�W;'q�� <br />®:;: <br />o E <br />LP W-2 <br />PM-MW-6� <br />MIE-SB-11 ® �' <br />/ EX DOCK / REC5-MW-1 " MW-6 <br />/ ED TP-3 <br />y E)E)'i. SOP <br />I o '� I <br />/ SHB-B-02 REC6- -O2 EX ASPH ROAD W �P ,�_---_ EX VEG <br />o OMS-MW-1 EX BRUSH BA-MW-03 SHB-B-04 o E)"_ <br />;• DP-18 <br />EX SAND ® x <br />is ,• m <br />1 / ❑ MIE-3 <br />® EX P D " \n'4VgP MW- EX ROCK <br />x MW-1 PM-MW-4 x SUBSTATION x ":ry J%, �i_ •W 3 BULKHEAD <br />® 7- - W-2 E) <br />DUNLAP ® c UST68-MW-5 GF-B-12 BA-MW-4 ® 1AB x 2AB x x x <br />D - E) ® ® MIE-SB-9 t=. ;; PROPE�� <br />CSB-B-OI LP-MW-1E) (INE� �.. <br />x (PORT OF RE 1- - ® DP-19 E) ® _ <br />PM-MW-1 MIE-SB-7 � � <br />EVERETT) DP-11 <br />UST68-MW-1 PM-B-9 ® B-3-93 �•. ,.. ® <br />® (D ® PM-MW-2 ® TM-MW-5 <br />E) ® BA-MW-1 I- - - - - - - - - <br />® GF-B-15-1 F <br />I <br />M MIE-SB-6 MIE ®DP-20 3A 4A 5AA ED <br />5A <br />j f,' <br />ss — — — <br />EC -M _ - B <br />SB 4 1 A I 2A �. 6A <br />.; 2 93j <br />FED AVE I PM- -05 ® GF-B-9 I TM-MW-1 a <br />REC1-MW-15 RE®-MW-4 O-9IE-SB-10 ® ® <br />2 ® a 0 O GF9-B-1 DP-21 L-- <br />N D ® ® 1B _ 2B 3BA 4B I 5B 6B <br />y EC1-MW-7 3 ' 4 ' 5 6 7 DP-O6 I = f - ® ® ® ED CITY OF EVERETT <br />® � GF9-B-2 ® ® o <br />_ ❑ O LLJJ IE-SB-8 �J PORT GARDNER <br />EX LOADING O z ® GF9—MW-3 DP-22 <br />® RECI—MW-10 I = O — <br />DOCK, TYP /� ED® o <br />R 1—i�1W-6 E)REC1—MVO— GF—B-14 �O x O GF 1—B-2 ° ( B-2-89 STFACILITYER <br />O O I 13 E) EX SAND MIE-SB-5 ❑ El® -P� E 1C I 2C 3C 4C TM-MW-02 , 51 6C <br />El <br />o REC,-MW-1 ® _ ® z ® ® E)® E) ® RECI-MW-2 = I = x� HB-MW-1 <br />MIE-SB-1 On <br />m <br />I y ® E)❑ I -B-® G®-B-1 ❑ <br />I <br />EX LOADING DOCK <br />A - - GF11-B-3 H� B-3 TM-MW-04 4D 5D 6D EX GVL J <br />EX WAREHOUSE O� IVI `� OPS-MW-01 iD 2D 3D o <br />.I BLDG o E) I ® ® I <br />m�l \ CMS-® -01 EX GFOBA80 GR E 0 <br />80' 0 80' 160' <br />REC2-B-03 REC2-B- ® C 1 94 0 <br />J � I E 1-MW-11 RECI-MW-12 CMS-B04 EX DWO <br />E) ® -1 ® DA-B-1 ® ❑ GRADE PIP 3E - 40 120 <br />REC2-B-02 ® 1E E , <br />HB-B- ® 0 0 0 0® 0 0 0 0 ® = EX SCALE. 1"=80' <br />RECI-MW-1 WASTEWATER/STORMWATER HB-B-6 (D ASPH <br />4: <br />ED e EX DWO PIPELINE EASEMENT T -MW-3 -2- 4 <br />1 ABOVE C&DE 8H 7H ® 0 71 <br />CMS-MW-02 <br />1 \o GF-B-07 ® ED 2 0 F F 6F f.. <br />1 1F z <br />� mmm-HB-B-5� <br />��� -3-9 U -MW-1 Q o <br />o E o <br />a ® G ARD <br />S ACK <br />EX HDPE PIPE <br />--- e0000000 ABOVE GRADE, PIP m x � r VERT DATUM: NAVD 88 <br />PROPERTY LINE _R ONAV � CONV TO MLLW = NAVD88+2.03 <br />1 (a>M N)M HORZ DATUM. NAD 8 91 <br />.2 3/ <br />A <br />WEST MARINE VIEW DRIVE (SR 529) , . <br />_____ <br />'''' IF SHEET IS LESS THAN 22x34 <br />1 -0-0 M M 0 M 0 '" 0 F 0 22.26 REDUCE SCALE ACCORDINGLY <br />PROJECT ENGINEER: SCALE: <br />RECORD CONDITIONS N. WATSON 1" = 80, PORT OF EVERETT °W° °° <br />G3.1 <br />ILLUSTRATED IN THESE <br />Port o, f PLANS REFLECT DESIGNED BY: DATE:NORTON TERMINAL DEVELOPMENT <br />INFORMATION J. BECKER 05/07/2021 CIP No. <br />EVERETT & MTCA 3RD INTERIM ACTION 1-8-900-05 <br />/ / PROVIDED BY THE DRAWN BY: CHECKED BY: <br />2 oT os 2023 NW RECORD DRAWING K. EDWARDS, D. YU N. WATSON PROJECT <br />P0BOX 538 1601 5th Avenue, Suite 1300 0 06/21 /2021 NW ISSUED FOR BID CONTRACTOR. RECORD SOIL BORING SITE PLAN NO. MT—NT-2021-02.2 <br />, , Seattle, Washington 98101 0 <br />EVERETT, WA 98206 os/oF/ 0 1 Nw FOR CITY REVIEW CONDITIONS WERE NOT APPROVED BY: <br />(206) 382-0600 Fax (206) 382-0500 <br />(425) 259-3I 64 PROJECT NO. 1600120 NO. DATE BY REVISION NO. DATE BY REVISION VERIFIED BY ENGINEER. SHEET NO. 08 OF 150 <br />