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54WOOD PORT GARDNER BAY EX OUTFALL STAVE EX OUT AFALL F(003),� NOTES <br /> EAST WATERWAY "' CE K OUTER HARBOR LINE <br /> MECHANICALLY PLUGGED 15 PVC CAPPED JUST LANDSIDE OF 1. SEE SHEETS D1.1 AND D1.2 FOR OTHER SITE DEMOLITION REQUIREMENTS. <br /> LANDSIDE OF BULKHEAD BULKHEAD EX BERTHING FLOAT <br /> IE=3.4't IE=13.2'± INNER HARBOR LINE 2. SEE SHEET G3.2 FOR UNDERGROUND UTILITY PLAN FROM FORMERLY KIMBERLY-CLARK SITE <br /> PROVIDED AS REFERENCE. <br /> EX OUTFALL PS-04 PLUGGED EX CONC STRUCTURE EX OUTFALL M 12"PVC 1 <br /> EX OUTFALL C(002) W/MECHANICAL PLUG CAPPED AT PIPE END 3. THE EXISTING UTILITY LOCATIONS AND DEPTHS SHOWN ON THESE PLANS ARE APPROXIMATE. <br /> NO REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE <br /> 36"WOOD STAVE CAPPED AT IE=0.1'T <br /> f � � INFORMATION.THE CONTRACTOR SHALL POTHOLE OR OTHERWISE CONFIRM EXISTING <br /> 75'LANDWARD OF SHORELINE / L- \ EX � CONDITIONS PRIOR TO START OF WORK. IF CONDITIONS DIFFER FROM THOSE SHOWN ON <br /> (ABANDONED) ��\\ ,� EX // I CONC ° Q EX RIPRAP SHORELINE p� THE PLANS,THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN <br /> ASPHA/ CONC BLOCK 0 \� WHARF �_ WH RF EX WOOD DOCK �p�Yp CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED.THE CONTRACTOR <br /> STORAGE AREA � Q EX BARGE DOCK, PIP SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT FROM DAMAGE OR DESTRUCTION ALL <br /> II UTILITIES AS SHOWN AND ALL UTILITIES NOT SHOWN THAT MAY BE ENCOUNTERED DURING <br /> X CONC BLOCKS 1.�J \ ' �L CONSTRUCTION DUE TO NO RECORD OF THEIR EXISTENCE. <br /> EX BE (�^- ( ,I o 4. ALL EXISTING PIPES SMALLER THAN 15"DIAMETER THAT ARE ENCOUNTERED DURING THE <br /> / w w w WORK SHALL BE FULLY REMOVED OR SHALL BE CUT AND EACH END PLUGGED WITH <br /> "'� ( I 79�'�I \ GROUT FOR A MINIMUM LENGTH OF 5 TIMES THE PIPE DIAMETER. <br /> / �w` SS ENC SEX 30- OEDDIN CONC O1 EX 30"TILE SS \STAVE �` 5 KEY N 0 T E S`` <br /> EX TOP 16�- <br /> OF BANK <71 EX OUTFACE 004 <br /> 1 EX C (DECOMMISSIONED) AR_ <br /> W � CONC PIPE � � O ALL EXISTING PIPES THAT ARE 15"DIAMETER AND LARGER AS SHOWN ON THESE <br /> o \ EX 26"CONC SS �� 3 1� IE=10.8't / j8 J DRAWINGS OR THAT ARE ENCOUNTERED DURING THE WORK SHALL BE FULLY <br /> f 6 1 20 O'�ti- N REMOVED OR ABANDONED IN PLACE BY FILLING THE ENTIRE PIPE LENGTH AND <br /> EX 30"CONC ` F\ CROSS SECTIONAL AREA WITH CDF. PRIOR TO FILLING WITH CDF,CONTRACTOR <br /> SS PSO4 "� \ SHALL VIDEO SURVEY THE ENTIRE LENGTH OF PIPE TO EVALUATE ITS CONDITION. IF <br /> 4 ~ O EX 54'"WOOD STAVE o ?7 PIPE IS FOUND TO HAVE HOLES OR DISLOCATED JOINTS,THESE AREAS OF THE <br /> o x o 1 ���- I y <br /> SS ENCASED IN CONC. - r� PIPE SHALL BE EXCAVATED TO EXPOSE PIPE AND THEN REPAIR/SEAL DAMAGED <br /> / cs'-` EX 21"WOOD STAVE PIPE � AREA PRIOR TO FILLING THE ENTIRE PIPE WITH CDF. CDF SHALL BE CONTAINED <br /> f� `1 w ,6 CAPPED APPROX 75' 7> �7B \ WITHIN PIPES AND SHALL NOT BE ALLOWED TO DISCHARGE INTO THE SURROUNDING <br /> 1 EX DOCK / 1 EX 36"WOOD STAVE (f;" I \r LANDWARD OF BULKHEAD <br /> y \ SOIL TO THE GREATEST EXTENT POSSIBLE. <br /> / ao OUTFACE CAPPED I' <br /> (ABANDONED) DECOMMISSIONED PSOn B r °P 17 <br /> o / EX BRUSH o PLUGGED w/CDF AT \ ''EX-S}� D __f \EX�VEG <br /> / EACH MH I\ ° <br /> SEX PUD , ���---- --ION �� EX ROCK �I <br /> LM\OEX 26"ICONS SS 16 � �ti (/ )- ,��J_j-X -13-r lq BULKHEAD <br /> DUNLAP J✓ A L) v y� Col EX HAUL ROAD l PR ` <br /> (PORT OF o �C G✓�f IO EX 42Y"CONC SS EX 12'WIDE HAUL / �1 6- (ONE-WAY) <br /> EVERETT) ���� 11n I� p ROAD(ONE-war) ��r <br /> � f <br /> ® r <br /> EX SSMH FILLED WITH CDF,INLET& !� �g a <br /> EX 24"STL OUTLET PIPES ARE FILLED WITH GROUT <br /> FEDE AV v _ TO WITHIN 5 PIPE DIAMETERS OF MH O p <br /> V�'51' EX 242"CONC SS- p v I 3 <br /> 2 C\ ~ Cv 7 EX WOOD WALL o ILA <br /> BELOW GROUND ------- fJ v <br /> 1 EX 24"DR. _ EX 6-FOOT HIGH CSBC PRELOAD. I <br /> 3 4 5 6 7 —" - oLLowlNc USE as PRELOAD,THE I o CITY OF EVERETT <br /> \ ' ' ' ' TR.SS CO TRACTOR SHALL DISTRIBUTE THE <br /> M I-__ OEX 30"CONC <o C <br /> EX LOADING I TO 5-FEET OF CSBC ACROSS THE � J PORT GARDNER <br /> J ® DOCK, TYP t7 n QO V s O SS EX <br /> O O SIT FOR USE AS PAVEMENT SUBGRADE. I EX CDF- ° STORMWATER <br /> n 61 r FILLED CB FACILITY <br /> i y of Everett (DEX 36"STL Q L APPRox BouNDARY OF EX +I <br /> ER' viewed for Permit 1 012 6/2 021 r�� - EX SAND STEEL H-PILE FOUNDATIO S S <br /> 1 1 EX 24"TILE SS <br /> •'"'"}° I � _ ® a i i�Q (TOP ELEVATIONS VARY \ I <br /> FROM 14'TO 11') <br /> EX 30"DR. � Z� I � EX REED VAULT <br /> EX LOADING DOCK TR.SS o >> a <br /> EX WAREHOUSE <br /> BLDG !l O EX 42"CONC SS <br /> EX CONC &STEEL FDN <br /> EX 0 ADO GR ELEMENT BELOW GROUND,TYP / h <br /> / ✓ 80' 0 80' 60' <br /> 1 EX 24"WOOD STAVE <br /> � f r <br /> f vo 0 7 <br /> IN CONC WASTE EX DWO W r,] ` o G D.�� �V �8I RAW WA 121100ZI <br /> l GRADE PIP <br /> EX CONC WALL o ti C ti 40' 120' <br /> vv BELOW GROUND EX SCALE: 1"=80' <br /> 6EX 48"STL ASTEWATER/STO MWATER�- �J` ASPH <br /> X VO P EUNEtiQSEME L <br /> EX CONC 9 <br /> BARRIER <br /> CALL48 HOURS <br /> BEFORE YOU DIG <br /> DIAL811 <br /> A-DOVE ZIP' <br /> PIP z2 �--,��—M s <br /> VERT DATUM: NAVD 88 <br /> PROPERTY LINE <br /> CONV TO MLLW = NAVD88+2.03 <br /> HORZ DATUM: NAD 83/91 <br /> WEST MARINE VIEW DRIVE(SR 529) J d LV <br /> �M �-� — '��2 - IF SHEET IS LESS THAN 22x34 _ <br /> REDUCE SCALE ACCORDINGLY <br /> PROJECT ENGINEER, SCALE: DWG. N0. DL/ W <br /> PORT OF EVERETT� p, � N. WATSON 1" = 80' . <br /> �1�1 p4��B/,�p�S <br /> Port o,f DESIGNED BY: DATE: <br /> "gs' >`i J. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO. H <br /> EVERETT DRAWN BY: CHECKED BY 1—8-900-05 <br /> & MTCA 3RD INTERIM ACTION U <br /> 1601 Sth Avenue,Suite 1300 10 06/21/2021 NW ADDED NOTES wB B 34o1a� ,� K. EDWARDS, D. YU N. WATSON PROJECTNO. MT-NT-2021-02.2 <br /> P.G. BOX 538 Seattle,Washington 98101 �18764 UTILITY PIPE FILL A N D <br /> EVERETT, WA 98206 ® OS/07/2021 NW FOR CITY REVIEWsloxaL>;N b~ APPROVED BY: <br /> (425) 259-3164 (206)382-0600 Fax(206)382-0600 <br /> PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION ABANDONMENT PLAN SHEET NO. 18 OF 149 O <br />