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HEWITT TERMINAL <br />(PORT OF EVERETT) <br />17 V <br />�( c <br />FEDERALAVE <br />�a `V ;-_'_ ��� <br />ON <br />PORT GARDNER BAY EX OUTFALL K <br />EAST WATERWAY 15"' PVC CAPPED JUST OUTER HARBOR LINE - <br />LANDSIDE OF BULKHEAD <br />EX OUTFALL F (003), IE=13.2't <br />54" WOOD STAVE _ _ _ _ _ _ INNER HARBOR LINE <br />EX OUTFACE C (002) MECHANICALLY PLUGGED EX OUTFALL PS-04 PLUGGED EXON CC <br />36" WOOD STAVE CAPPED AT LANDSIDE OF BULKHEAD W/ MECHANICAL PLUG STRUCTURE <br />IE=3.4'f <br />75' LANDWARD OF SHORELINE /EX L11 <br />(ABANDONED) ( / CONC ° p EX RIELRINE <br />U \ ^ �IHARFT,� CAP <br />EX <br />ONIC <br />O EX WOOD DOCK 0 <br />X CONC BLOCKS �1 r <br />EX BERM <br />N � 1 <br />/ EX TOP l CONC LOCK <br />/ OF BANK / �r STORA E ARE Ex` NODV <br />3 <br />�G�YS7's <br />z ° DECOMMISVE D CONC PIPE <br />J ) D1.1 D 1.5 <br />/ PSO4 PLUGGED IE=10.8 r; <br />EX BRUSH w/CDF AT EACH <br />a o MH <br />EX DOCK <br />EX BERTHING FLOAT <br />EX OUTFALL M 12" PVC ` <br />CAPPED AT PIPE END \ <br />IE=0.1't <br />EX BARGE DOCK, PIP ` \ <br />D1 .1 D1.5 3 PORT GARDNER BAY <br />- - - - - D 1 .1 D 1.5 EAST WATERWAY \ <br />� pROpE <br />- - - - - EX OUTFACE -- - - - - - - - - - - - - - - - - - - - - - - - \(�f� <br />Hr�PUL (DECOMMISSIONED) <br />�I ^ EX CONC BASE/ <br />�6 TRANSMISSION POLE PIP EX VEG <br />EVERETT SHIP D1.1 D1.4 c j �1LJ <br />° I EX 21$$ WOOD STAVE PIPE CAPPEDREPAIR <br />(PORT OF EVERETT) �r L mr- ^ P ` APPROX 75' LANDWARD OF BULKHEAD I ° E AD 17 " I EX ROCK <br />o / 16_ I BULKHEAD w <br />b I S DEMO EX 4" DI CULVERT ' I `"' r-._ 0 <br />2\ v 11 \ I f o o EX SAND I 1 EX P D EX \ \> \ 4' <br />�16� \ X / c�l \ N I �16 O ,SUB AJIQN \ ` 13� <br />'r SEE SHT D2.1 FOR 'r z•�_ (.� ' <br />"-•••" UTILITY PIPE FILL AND <br />1 I <br />DU I U ABANDONMENT PLAN EX 12' WIDE ": - - - - ---x�x"- - $ -' - - - - - •., - - - <br />PORT OF h I f HAUL ROAD 1 �16 - / 'w (O HAUL ROAD J �� <br />( ONE-WAY D1.1 D1.6 (ONE-WAY)! `•• <br />� � f EVERETT) I � I I /J,��a- DEMO EX 4' DI CULVERT � DEMO EX HAUL ROAD, (ONE-WAY) <br />�, •�`., \ �J � I s�'PeR � �' <br />�� SEE NOTE 4� <br />Ir <br />I <br />- . -. <br />O � <br />S c <br />i`•19�9�� - z o <br />D1.1 D1.2, D121 <br />. <br />1 <br />EX WAREHOUSE BLDG <br />v� 1 <br />m <br />0 <br />�_ _j <br />T W 1 <br />T EX LOADING <br />DOCK, TYP <br />EX LOADING <br />DOCK <br />-` PRUP RTY LI <br />D1.1 D1.4- <br />LEGEND <br />1 1' II <br />DEMOLITION NOTES <br />DEMO EX ASPHALT <br />1. SEE SHEET D2.1 FOR EXISTING UTILITY PIPE FILL AND ABANDONMENT BIAN. <br />DEMO EX CONCRETE <br />2' ADDITIONAL DEMOLITION OF EXISTING FOUNDATIONS MAY BE REQUIRED TO <br />ACCOMMODATE INSTALLATION OF NEW UTILITIES AND SITE IMPROVEMENTS BEYOND <br />WHAT IS SHOWN ON THESE DRAWINGS. <br />3. CONTRACTOR SHALL USE CARE TO REMOVE AND NOT DAMAGE ITEMS MARKED FOR <br />SALVAGE. CONTRACTOR SHALL RETURN SALVAGED ITEMS TO THE PORT AT <br />COVERED LOADING DOCKS 1 AND 2 ALONG WEST SIDE OF EXISTING WAREHOUSE. <br />4. CONTRACTOR SHALL DEMOLISH EXISTING HAUL ROAD WHEN NO LONGER NEEDED. <br />HAUL ROAD MATERIAL SHALL BE BLENDED WITH OTHER SITE SOILS AS PART OF <br />SITE GRADING. <br />5. UTILITIES, STRUCTURES AND SITE FEATURES NOT INDICATED FOR DEMOLITION <br />SHALL BE PROTECT -IN -PLACE. <br />Port of <br />EVERETT <br />P,O, BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />....4ii�., 1:^ c'r"..: �f;�.p,'.Tl:i:✓•„';:y; ' .:t....: ".."' :,Yy:A�k a^: '. <br />.. Tf <br />❑ <br />TP <br />EX 6-FOOT HIGH CSBC PRELOAD. <br />FOLLOWING USE AS PRELOAD, THE <br />I z OO CONTRACTOR SHALL DISTRIBUTE THE <br />TOP 5-FEET OF CSBC ACROSS THE <br />z J SITE FOR USE AS PAVEMENT SUBGRADE. <br />J - <br />�76� I ,R� <br />1 \ <br />U <br />EX WOOD WALL <br />BELOW GROUND <br />r.. <br />I <br />I <br />I <br />I I <br />I <br />I <br />I- - APPROX BOUNDARY OF EX <br />STEEL H-PILE FOUNDATIO I <br />(TOP ELEVATIONS VARY fl <br />x z = ❑ � <br />f z EX SAND 1 I �I EX FILLED & <br />z z z a a BURIED VAULT <br />❑ � _-� ��J�'�D a'� ��� �'� ,HIV '� � � ° /<� . <br />4 n <br />1 lA o d�a D I I D 1 .1 D 1.7 EX pCWON�CR& STEEL FDN EL <br />UN���SE NOTE 2) <br />% p �1 <br />d <br />!•------r ------ -- ---- ----EX CONC WALL - ----- -- <br />- EX DWO BELOW BELOW GROUND I ° <br />'EX DWO WASTEWATORMWA GRADE PIP <br />,v r BOVE GRADE / 18 �/ PIPELI SEMENT <br />/,�_ <br />WEST MARINE VIEW DRIVE (SR 529) <br />, <br />©R <br />� D I <br />\ + 0 <br />�l <br />EX <br />1 FILLE� CB <br />1 t': EX GV <br />D1.1 D1.8 <br />1 [''1 <br />p <br />AL <br />VL�, <br />EMSTING CONDMONS NOTES <br />6 ALL REMOVEDSFROMKED THEFSI E ANDLITION DISSPOSEEDMOF ATALL BE AN APPROVEEDISHED AND UPLAND DISPOSAL 1 DRAWINGSBOUNDARAND ARE BASEDY CON OAN SROL RV YHO TITLED FEATURES <br />THESE 3. TOPOGRAFEEATUR SPHY SHOWNERIOR TO ON THESSESDRAWINGISITIES, AND IT ARE BASED ON A <br />SITE IN ACCORDANCE WITH THE SPECIFICATIONS. ANY FEES REQUIRED FOR 'A.L.T.A./N.S.P.S. LAND TITLE SURVEY EVERETT MILL SITE SURVEY TITLED 'TOPOGRAPHIC SURVEY PORT OF EVERETT <br />DISPOSAL ARE THE RESPONSIBILITY OF THE CONTRACTOR. FOR KIMBERLY-CLARKE WORLDWIDE, INC. SNOHOMISH MIE DESIGN SUPPORT', PREPARED BY DAVID EVANS AND <br />COUNTY, WASHINGTON' PREPARED BY DAVID EVANS AND ASSOCIATES, PROJECT NUMBER KPFX5074, DATED <br />ASSOCIATES, PROJECT NUMBER KMBY007, DATED 06-16-2020. <br />10-31-2019. <br />4. TOPOGRAPHY (INTERIOR TO SITE) SHOWN ON THESE <br />2. OUTFALL AND BURIED FOUNDATION INFORMATION SHOWN ON DRAWINGS IS BASED ON A SURVEY TITLED 'SITE CONDITIONS <br />THESE DRAWINGS ARE BASED ON A MAPPING CAD FILE AFTER REMOVAL KIMBERLY-CLARK MILL SITE CRUSHED <br />TITLED 'SV-TP-X-KPFX5075- MATERIAL REMOVAL PROJECT', PREPARED BY DAVID EVANS <br />EXPOSED-PIPES-2020-10-16.DWG', PREPARED BY DAVID AND ASSOCIATES, PROJECT NUMBER KMBY00000010, DATED <br />EVANS AND ASSOCIATES, RECEIVED BY EMAIL ON OCTOBER 05-30-2018. <br />16, 2020. RECORD DRAWING <br />0 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />0 <br />04/08/2022 <br />NW <br />MARITIME TENANT SITE DEVELOPMENT <br />0 <br />05/21/2021 <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 />NO, DATE BY <br />REVISION <br />PROJECT ENGINEER: <br />SCALE: <br />IECORD CONDITIONS <br />N. WATSON <br />1 " = 1 00' <br />ILLUSTRATED IN THESE <br />'LANS REFLECT <br />DESIGNED BY: <br />J. BECKER <br />DATE: <br />05/07/2021 <br />NFORMATION <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 />PORT OF EVERETT <br />CITY OF <br />EVERETT POF <br />GARDNER <br />STORMWATE <br />FACILITY <br />09 <br />•. . 00 •• <br />00 <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 811 , <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />I DWG. NO. D 1 ■ 1 <br />NORTON TERMINAL DEVELOPMENT CIP NO. <br />& MTCA 3RD INTERIM ACTION 1-8-900-05 <br />PROJECT <br />EXISTING CONDITION & NO MT-NT-2021-02.2 <br />DEMOLITION SITE PLAN (1 OF 2) SHEET NO. 11 OF 150 <br />0 <br />Z <br />