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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 /> —7— <br /> __ -- -_ -- -_ -- -- -- -- THE LANDAU ASSOCIATES GEOTECHNICAL REPORT PROVIDED <br /> EX GONG STRUCTURE EX OUTFALL M 12"PVC ` IN THE APPENDIX TO SPECIFICATIONS. <br /> CAPPED AT PIPE END <br /> / - E=D,fEX EI �, LEGEND <br /> EXASPHAL CONC Q EX RIPRAP SHORELINE ` <br /> / GONG BLOCK WHARF T WHARF EX WOOD DOCK �' �p�p y, ® HISTORICAL SOIL BORING LOCATION <br /> EX BARGE DOCK, PIP <br /> STORAGE AREA A-VW-07 Q � COMPLETE PRIOR TO 2020 <br /> X GONG BLOCKS \� <br /> US®o�Mw-2 �} SOIL BORING LOCATION BY LANDAU <br /> ® EX BERM o ASSOC., FROM SEPTEMBER 2020 <br /> ® <br /> PM(D P -MW-8 REC3-MW-1® �, AND APRIL 2021 <br /> Ex TOP / ERT SURVEY ALIGNMENT <br /> OF BANK <br /> REC7-MW-3 BA-MW-05 SHE MW 02 \ <br /> ✓ `� " <br /> o ® (D ,� Wyk <br /> 4 � LP-MW-2 <br /> PM-MW-6 w <br /> o # .�.. <br /> MIE-SB-11 ® REC5-MW-1 <br /> EX DOCK / MW-6 \ <br /> / SHB-B-02 REC6- -02 oa <br /> o OMS-MW-1 EX BRUSH BA-MW-03 SHB-B-04 EX ASPH ROAD ov® ® W . X VEG� <br /> DP-18 <br /> o / ® (D EX SAND ED ® ° z <br /> __ 1 MIE-SB-3 I ���, <br /> ® ,S EX PUD '>i'd p_Myy_ RP <br /> EX ROCK <br /> ° 1 MW-1 PM-MW-4 7J SUBSTATION BULKHEAD w� <br /> " ddW 3 <br /> W-2 <br /> D _ ® UST68-MW-5 ® GF-B-12 BA-MW-4 MIE-SB-9 ° -x x x x J O p <br /> ® ® y CSB-B-01 LP-MW-1® lY LINE- <br /> DUNLAP (D JP ® 1AB 2A8 nROPE�� REC(PORT OF RE 1- - ® PM-MW-1 MIE-SB-7 DP-® ® ® U„ Z\ <br /> EVERETT) DP-11 UST68-MW-1 PM_B_9 ® ° B-3-93 <br /> ® ® ® PM MW-2 ® ®TM-MW-5 <br /> op GF_B_15-1 T ID BA-MW-1 <br /> I------------ <br /> ° �EC-MW-8 <br /> I ( <br /> -- �, • MIE SB 6 MIE ®DP-20 1A 2A 3A A 4A SA 5A 6A VIE -2 <br /> IN <br /> ss a° EC1-M -__, - =DP 1U = PM-MW-3 B_2_93 <br /> REC -SB-4 ® (D ® ®I'S3�I <br /> FEDE AV ® - = a PM- -05 ® GF-B-9 TM-MW-1 <br /> IMW-4 MIE-SB-10 <br /> REC1-®-15 <br /> 2 ED .. o g ED ® 3 <br /> 0 D O GF9-B-1 DP-21 `--- <br /> ECi-MW 7 ® 1B __ 2B 3BA 4B 5B <br /> s a s 6 7 0® ®6 ���UUU= GF9-B-2 ® ` ® ® ® ® ® CITY OF EVERETT <br /> ❑= 4�IE'SB-a PORT GARDNER <br /> ® RECI-MW-10 EX LOADING 00= _ = O= ° ° L- ® GF9-MW-3 DP-22 <br /> ® DOCK, TYP o o ® (D STORMWATER <br /> R 1-Ix W-6 REC1-MW\ = GF 1-B-2 C-2-as FACILITY <br /> GF-B-1 ff O= _N If ® EX SAND MIE-SB-5 ❑ _ J <br /> ® 1C 2C 3C 4C TM-MW-02� ,5C 6C <br /> o H RECI-MW-1 ff p ® ® i Q ® ® ® ® ® ® ° <br /> REC1-MW-2 ® _ = HB-MW-1 MIE-SB-1 <br /> (D ❑ -B-11 GF11-B-1 <br /> - - ® ® I / <br /> EX LOADING DOCK o p J <br /> EX WAREHOUSE III GF11-B-3 OPS-MW-01 Ht-B-3 1D 2D TM-MW-04 3D 4D I5D 6D EX GAL <br /> BLDG O� �B �o ® I-^ -B-1 <br /> ® ® I <br /> °& I Z <br /> /I//�� <br /> \ > 1 CMS-MW-01 EX GF0 8 GR E`PIP - <br /> 80' 0 80, 160' <br /> °QI REC2-B-03 REC2-B- ® 8G <br /> E 1-MW-11 ° EX DWOW C-1-94 OEM <br /> RECI-MW-12 CMS-B04 <br /> ® ® ® GRADE PIP <br /> ® DA-B-1 (D \ / 3E 40' 120' <br /> RE02-B-02 E) 1E E V EX <br /> RECI-MW-1 HB-B-6 HB B ® -PH <br /> EX I SCALE: 1 =80' <br /> WASTEWATERSEMENT WATER ® ® - <br /> ® e EX DWO � PIPELINE EASEMENT o TM-MW-3 -2- 4 <br /> 1 ABOVE G?DE <br /> 8H 7H ED <br /> 11 ® CMS-MW-02 r \__ - GF-B-07 <br /> -11B-B5_ ® ® F ® CALL48HOURS <br /> ED <br /> -'--- � BEFORE YOU DIG <br /> ® EX o 9 DIAL 811 10 <br /> EX HOPE PIPE <br /> ---- ABOVE GRADE, PIP PROPERTY �Tr-� <br /> VERT DATUM: NAVD 88 <br /> ---------- ----- LINE 3 e e e _ _ ONA' CONV TO MLLW = NAVD88+2.03 <br /> n a/M a1M ------ e v - HORZ DATUM: NAD 83/91 <br /> 7 ° WEST MARINE VIEW DRIVE(SR 529) p E IF SHEET IS LESS THAN 22x34 <br /> --- W <br /> a ° M M M` M 226 - REDUCE SCALE ACCORDINGLY <br /> T <br /> m <br /> 00 N PROJECT ENGINEER: SCALE: DWG. NO. <br /> W <br /> N. WATSON = 80, PORT OF EVERETT G3.1 <br /> DESIGNED BY: DATE: <br /> Port of "gs' >`i NECKER DATE: 2021 NORTON TERMINAL DEVELOPMENT GIp No >_ <br /> o_ �'1 Tr^ 7�MM <br /> � M�/{��u�� DRAWN BY: CHECKED BY: 1-8-900-05 <br /> EVERETT & MTCA 3RD INTERIM ACTION U <br /> K. EDWARDS, D. YU N. WATSON PROJECT <br /> N 16015th Avenue,Suite 1300 10 O6/21/2021 NW ADDED ERT BOUNDARY w� B 37014� 4 NO. MT-NT-2o21-02,2 1.6 <br /> N P.O. BOX 536 Seattle,Washington 98101 �/ SOIL BORING SITE PLAN <br /> EVERETT, WA 98206 ® 05/07/2021 NW FOR CITY REVIEW 1;N b~ APPROVED BY: O <br /> N (425) 259-3164 (206)382-0600 Fax(206)382-0500 <br /> PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION SHEET NO. 08 OF 149 LL <br />