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P <br /> EAST WATERWAY OUTER HARBOR LINEORT 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 /> T 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 \ ,r-� <br /> / o E=o.1'f L E G E N D <br /> EX EX \ <br /> ASPHAL <br /> CONC Q EX RIPRAP SHORELINE <br /> / CONC BLOCK WHARF WHARF EX WOOD DOCK d \p�Py ® HISTORICAL SOIL BORING LOCATION <br /> STORAGE AREAL -MW-07 Q EX BARGE DOCK, PIP � COMPLETE PRIOR TO 2020 <br /> X CONC BLOCKS \\ <br /> ® 69 SOIL BORING LOCATION BY LANDAU <br /> / ® ® ® Ex BERM usno.Mw-z o \\ ASSOC., FROM SEPTEMBER 2020 <br /> / PM-MW-7 P -MW-8 REC3-MW-1 C� \ AND APRIL 2021 <br /> Ex TOP �/ — — — ERT SURVEY ALIGNMENT <br /> OF BANK <br /> REC7-MW-3 BA-MW-05 SHE MW 02 \\\ <br /> l o i ® �F�'1'F \\\ <br /> o F <br /> PM-MW-6 <br /> / EX DOCK // MIE-SB-11 REC5-MW-1 MW-6/ ® TP-3 ED <br /> ED ° LOP <br /> o _ —.. — _ <br /> r/ SHB-B-02 REC6- -02 - W- <br /> o OMS-MW-1 EX BRUSH BA-MW-03 SHB-9-04 DP-18 EX ASPH ROAD ® W G ,m, EX VEG <br /> EX SAND <br /> MIE-SB-3 J <br /> 1 ® EX �`ba* P_MW_ EX ROCK <br /> ° 1 MW-1 PM-MW-4 SUBSTATION BULKHEAD wl <br /> �IRP� W-3 �I <br /> 7- W-2 <br /> D - ® UST68-MW-5 ® GF-B-12 BA-MW-4 MIE-SB-9 0 <br /> -Lx x x xJ O <br /> DUNLAP ® ® ® CS®-p1 LP-MW-1® AB 2A8 R EN \E \.. <br /> (PORT OF RE 1- - ® PM-MW-1 MIE-SB-7 DP-19 ® ® 1 ECZ MW-1 <br /> EVERETT) DP 11 UST68 MW l PM B 9 ® ° B 3 93 ® ®\\ <br /> ® ® ® PM-MW-2 ED ®TM-MW-5 <br /> 8A MW 1 s 1I------ - - - <br /> ° �EC-MW- <br /> ' B <br /> _— - I <br /> ss w. MiE -6 MIE-SB-4®DP-20 ® I 2A ® ® 5AA®5A 6A MIE2 <br /> a° EC'-M '^="_� _ P 1 PM-MW-3 {I} <br /> FED ER AVE RECI-MW-4 cl <br /> U PM- �-05 ® MIE-SR-10 GF-B-9 I TM-MW-1 <br /> RZ C1-®-15 ED o �� Q g3 (1) 1 ED `o <br /> GF9-B-1 DP-21 DO 1 --- 1 <br /> N EC1-MW-7 \3 4'5'6.7 DP-06 /\ ® ® IF I__I 2B 3BA 4B I 5B 6B <br /> ® � \ ® ® ® ® 1 ® ® CITY OF EVERETT <br /> GF9-B-2 <br /> - ❑op MIE-s6-8 ® GF9-MW-3 DP-22 J 9 PORT GARDNER <br /> RECI-MW-iD EX LOADING i i O ° L— <br /> ® ED DOCK, TYR l o\ o MIE-SB-5 G STORMWATER <br /> R - W-6 RECI-MW- i GF 1-B-2 I B-2-89 E) ® ❑ 1 FACILITY <br /> N GF-B-14 0 i O ® `/ I ❑ <br /> ® EX SAND il� 1C 1 2C 3C 4G TM-MW-DZ,5C 6C <br /> o I� REC1-MW-1 p D ® E. (1) ® ® ® I® (1) ° ❑ <br /> I� RECi-MW-2 i HB-MW-1 I 4E-SB-1 <br /> ® ® ❑ '= -8-11 GF11-B-1 ® 1 <br /> I EX LOADING DOCK <br /> EX WAREHOUSE p = J GF11-B-3 H�-B-3 TM-MW-04 ISO 6D EX GVL J <br /> Oa II OPS-MW-01 B ID 1 2D 3D 4D <br /> .I BLDG p �� ® ® 1 1 ® ® ® ® ® 1 <br /> p ® Z <br /> e� " GF-B-8 <br /> '-I CMS-®-01 EX 0!�0 GR E 0 <br /> REC2-B-03 REC2-B� °������ gG 80' 0 80' 1 60' <br /> ° E 1-MW-11 RECI-MW-12 CMS-B04 ° EX DWO G C-1-94 <br /> ® ® ® GRADE PIPED <br /> ® DA-B-1 ® ITT 3E - 40' 120' <br /> REC2-B-02 E) 1E E <br /> RECI-MW-1 WASTEWATER/STORMWATER EX <br /> HB-B-6 ® B ® ® ® ASPH { SCALE: 1"=80' <br /> ® e EX DWO PIPELINE EASEMENT T -MW-3 -2- 4 <br /> ABOVE CODE <br /> I 8H 7H ® g <br /> CMS-MW-02 <br /> GF-B-07 ® iF E F 6F <br /> 1 I - -_ <br /> 11B B 5�_ 1F ® 6F CALL 48 HOURS <br /> BEFORE YOU DIG <br /> EX HOPE PIPE SACK DIAL 811 <br /> 1 a ABOVE GRADE, PIP -� "i�� <br /> VERT DATUM: NAVD 88 <br /> - <br /> 1 ����_��������--- PR OPERTY LINE — <br /> _ ___ R ONgVVV� CONV TO MLLW NAVD88+2.03 <br /> II ca1M �a1M ———— .2 e e e e v --- HORZ DATUM: NAD 83/91 Z <br /> a <br /> �I WEST MARINE VIEW DRIVE(SR 529) F --- IF SHEET IS LESS THAN 22x34 <br /> 22.2E <br /> � REDUCE SCALE ACCORDINGLY <br /> PROJECT ENGINEER: SCALE: DWG. NO. LL <br /> RECORD CONDITIONS <br /> N. WATSON 1° = 80' PORT OF EVERETT G3.1 0 <br /> ILLUSTRATED IN THESE <br /> Port Of PLANS REFLECT D J.ESIGNED BY DATE: <br /> BECKER NORTON TERMINAL DEVELOPMENT <br /> 05/07/2021 CIP NO. <br /> EVERETT INFORMATION 1-8-900-05 O <br /> PROVIDED BY THE DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION <br /> 0 07/OS/2023 NW RECORD DRAWING K. EDWARDS, D. YU N. WATSON PROJECT <br /> 1601 5th Avenue,Suite 1300 t0 06/21/2021 NW ISSUED FOR BID CONTRACTOR.RECORD SOIL BORING SITE PLAN JJ <br /> NO. MT-NT-2021-02.2 <br /> EVERETT WA sszos CONDITIONS WERE NOT V P.O. BOX 538 Seattle,Washington 98101 ® 05/07/2021 NW FOR CITY REVIEW APPROVED BY: <br /> , L <br /> (425) 259-3164 (206) Fax(206)382-0500 VERIFIED BY ENGINEER <br /> PROJECTCT NO.NO.1 .600120 No. DATE BY REVISION No. DATE BY REVISION SHEET N0. 08 OF 150 <br />