Laserfiche WebLink
PORT GARDNER BA� 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 EX BERTHING FLOAT <br /> T 54"WOOD STAVE __ __ __ INN RE HARBOR LINE __ - � <br /> EX OUTFALL C(002) / MECHANICALLY PLUGGED EX OUTFALL PS-04 PLUGGED EX CONC EX OUTFALL M 12""PVC <br /> LANDSIDE OF BULKHEAD W/MECHANICAL PLUG STRUCTURE <br /> 36"'WOOD STAVE CAPPED AT IE=3.4't CAPPED AT PIPE ENDEX <br /> �\ <br /> 75'LANDWARD OF SHORELINE / EX IE=0.1't ` <br /> (ABANDONED) ASPHALT/ -L CONC o EX <br /> X CONC BLOCKS RIPRAP <br /> / <br /> G WHARF 7PRF 3 EX WOOD DOCK R SHORELINE EX BARGE DOCK, PIP <br /> EX BERM <br /> TID 3 PORT GARDNER BAY \ <br /> / EX TOP '- CONC LOCK ^� D1.1 DL5 <br /> sTORA E ARE �1 14 > ----- EAST WATERWAY <br /> / OF BANK�� EX �` 7 6 PRO <br /> yp --------------------------------- ry <br /> I /� ��• � N- �>115 I ---- EX OUTFACE 004 <br /> �� Dv 2 SEX 15" _ HbPUL (DECOMMISSIONED) <br /> ? ° 1 �DECOMMISC76 D U' CONC PIPE <br /> J D1.1 DL5 O <br /> PSO4 PLUGGED IE-10.8' <br /> Ez aRusN w/COF AT EACH 10 k �� <br /> MH <br /> Y <br /> o EX CONC BASE/�f� I ^ \Rq - <br /> EX DOCK , D1.1 D1.4 Y6�r l O d TRANSMISSION POLE,PIP Ex vec <br /> / -- <br /> (PORTI Iw <br /> HEWITT TERMINAL EVERETT SHIP <br /> OF EVERETT REPAIR ° EX 21"RO WOOD STAVE PIPE CAPPED to s- <br /> ) APPROX 75'LANDWARD OF BULKHEAD <br /> (PORT OF EVERETT) t �-� I I E AD 6 °_ ?� I BULKHEAD <br /> DEMO EN 4"DI CULVERT <br /> EX <br /> EX SAND I o <br /> ( f <br /> \ 76 ,SU ST ION 1 <br /> SEE SFiT FOR I 16 1, 1 (.✓ <br /> UTILITYUTILITYUTILITYPIPEPE O <br /> FILL AND <br /> DDI1LA I U ABANDONMEM PUN EX 12 WIDE ------ �5'_-s.� dY-- --- --------- ` <br /> \1 <br /> - ROAD /^ Jvo16_� (O HAUL ROAD <br /> E HAUL WAY) � i <br /> Q (PORT OF h �� A D1.1 D1.6 (ONE-WAY) <br /> \_ a FEDERAL AVE -� J EVERETT)I a p DEMo Ex a oI cuLVERT 5 SSEEONOTE gAUL RonD, (ONE-WAY) s <br /> ° -- -,--­ ---- - > <br /> o <br /> opEX �)/'.'� <br /> r 3 4 5 6 7 DOCKOATYP EX 6-FOOT HIGH CSBC PRELOAD. EX WOOD WALL --I APPROX BOUNDARY OF EX f�EX SAND BERM1 <br /> -Is�~ a o M FOLLOWING USE AS PRELOAD,THE BELOW GROUND STEEL H-PILE FOUNDATION <br /> � --� I------- <br /> 2A ---- -- /� ------� �,JAL O 0 i CONTRACTOR SHALL DISTRIBUTE THE (TOP ELEVATIONS VARY EX BERM <br /> >J i Os ` TOP 5-FEET OF CSBC ACROSS THE <br /> J SITE FOR USE AS PAVEMENT SUBGRADE. tj <br /> / 76 <br /> 1 L ~191g�` - ��- ❑ O O 1 Ex sNo EX FILLED& <br /> D1.1 D1.2, D1. V�� x T a g� BURIED VAULT EX F- <br /> \21�\� C o o Zi -�7) � FILLE CB <br /> lw o Ex LoaDINc o ��o a �/��f �r \ <br /> DOCK - I G v 1 0 o a Ex v 4 CITY OF <br /> e1D EVERETT PORT <br /> EX CONC&STEEL FDN EL <br /> \� o EX WAREHOUSE BLDG S- Ip.�� o� ' X ^ � BE�I,Q M1I\'GROUN�TYP(SEE NOTE 2) I GARDNER <br /> ��\�� 2� ✓✓ la o� o°'L o[v l n� EX I STORMWATER <br /> D1.1 D1.4 aa. i.------�- ----- -- ---- --- r -- U ASPH FACILITY <br /> �\ EX CONC WALL <br /> ---EX DWO BELOW <br /> EX DWO WASTEWAT� RMWA R GRADE PIP BELOW GROUND I <br /> BOVE GRADE_, -18 -r-PELI EVENT <br /> P RTY � g EX �1"�o�- 4� o • <br /> 3 2- �~ EX DWO ABOVE GRAD C� <br /> 22-' NOON.- <br /> D1.1 D1.4 3 C_ <br /> UN AVE' - 100' 0 100' 200' <br /> AVE' <br /> 1 I 2 <br /> WEST MARINE VIEW DRIVE(SR 529) D1.1 D1.7 50, 150, <br /> 2 2 SCALE: 1"=100' <br /> LEGEND DEMOLITION NOTES EXISTING CONDITIONS NOTES <br /> DEMO EX ASPHALT 1. SEE SHEET D2.1 FOR EXISTING UTILITY PIPE FILL AND ABANDONMENT ELAN. 6. ALL ITEMS MARKED FOR DEMOLITION(DEMO)SHALL BE DEMOLISHED AND 1. BOUNDARY AND SURVEY CONTROL SHOWN ON THESE 3. TOPOGRAPHY (EXTERIOR TO SITE), UTILITIES, AND SITE CALL 48 HOURS <br /> REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED UPLAND DISPOSAL DRAWINGS ARE BASED ON A SURVEY TITLED FEATURES SHOWN ON THESE DRAWINGS ARE BASED ON A <br /> DEMO EX CONCRETE 2. ADDITIONAL DEMOLITION OF EXISTING FOUNDATIONS MAY BE REQUIRED TO 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 BEFORE YOU DIG <br /> ACCOMMODATE INSTALLATION OF NEW UTILITIES AND SITE IMPROVEMENTS BEYOND DISPOSAL ARE THE RESPONSIBILITY OF THE CONTRACTOR. FOR KIMBERLY-CLARKE WORLDWIDE, INC. SNOHOMISH MIE DESIGN SUPPORT', PREPARED BY DAVID EVANS AND <br /> WHAT IS SHOWN ON THESE DRAWINGS. COUNTY, WASHINGTON' PREPARED BY DAVID EVANS AND ASSOCIATES, PROJECT NUMBER KPFX5074, DATED DIAL 811 <br /> 3. CONTRACTOR SHALL USE CARE TO REMOVE AND NOT DAMAGE ITEMS MARKED FOR ASSOCIATES, PROJECT NUMBER KMBY007, DATED 06-16-2020.10-31-2019. <br /> SALVAGE. CONTRACTOR SHALL RETURN SALVAGED ITEMS TO THE PORT AT 4. TOPOGRAPHY (INTERIOR TO SITE) SHOWN ON THESE <br /> COVERED LOADING DOCKS 1 AND 2 ALONG WEST SIDE OF EXISTING WAREHOUSE. 2. OUTFALL AND BURIED FOUNDATION INFORMATION SHOWN ON DRAWINGS IS BASED ON A SURVEY TITLED 'SITE CONDITIONS VERT DATUM: NAVD 88 <br /> 4. CONTRACTOR SHALL DEMOLISH EXISTING HAUL ROAD WHEN NO LONGER NEEDED. THESE DRAWINGS ARE BASED ON A MAPPING CAD FILE AFTER REMOVAL KIMBERLY-CLARK MILL SITE CRUSHED CONY TO MLLW = NAVD88+2.03 TITLED 'SV-TP-X-KPFX5075- MATERIAL REMOVAL PROJECT', PREPARED BY DAVID EVANS HORZ DATUM: NAD 83 91 <br /> HAUL ROAD MATERIAL SHALL BE BLENDED WITH OTHER SITE SOILS AS PART OF <br /> SITE GRADING. ` City of Everett EXPOSED-PIPES-2020-10-16.DWG', PREPARED BY DAVID AND ASSOCIATES, PROJECT NUMBER KMBY00000010, DATED <br /> EVERETT Reviewed for Permit f 0/26/2021 EVANS AND ASSOCIATES, RECEIVED BY EMAIL ON OCTOBER 05-30-2018. W <br /> 5. UTILITIES,STRUCTURES AND SITE FEATURES NOT INDICATED FOR DEMOLITION """"°•°' 16, 2020. IF SHEET IS LESS THAN 22x34 <br /> SHALL BE PROTECT-IN-PLACE. REDUCE SCALE ACCORDINGLY <br /> PROJECT ENGINEER: SCALE: <br /> N � DWG. N0 � <br /> p, LU <br /> N. WATSON 1" = 100' PORT OF EVERETT D1 .1 <br /> 1q)ff �P of r,LrB7'�A <br /> �S 1b Np J� DESIGNED BY: DATE: <br /> Port Of =Qg�� ,toy J. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT GIP NO. H <br /> EVERETT 8-900-05 <br /> DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION U <br /> 16015th Avenue,Suite 1300 1� 06/21/2021 NW ADDED NOTES 37014 K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.O. BOX 538 Seattle,Washington 98101 �� 8�rsre%gO EXISTING CONDITION & NO. MT-NT-2021-02.2 GC <br /> EVERETT, WA 98206 ® OS/07/2021 NW FOR CITY REVIEW70M1L � 1' APPROVED BY:(425) 259-3164 PROJECT NO.D16001200 Fax 206)382-0500 NO, DATE BY REVISION NO, DATE BY REVISION DEMOLITION SITE PLAN (q 1 0 f C <br /> 2) SHEET NO. 1 1 OF 149 O <br />