2600 FEDERAL AVE 2021 PORT OF EVERETT Plans 2025-09-26

54WOOD PORT GARDNER BAY EX OUTFALL STAVE EX OUT AFALL F(003),� NOTES EAST WATERWAY "' CE K OUTER HARBOR LINE MECHANICALLY PLUGGED 15 PVC CAPPED JUST LANDSIDE OF 1. SEE SHEETS D1.1 AND D1.2 FOR OTHER SITE DEMOLITION REQUIREMENTS. LAKESIDE OF BULKHEAD BULKHEAD EX BERTHING FLOAT IE=3.4't IE=13.2'± INNER HARBOR LINE 2. SEE SHEET G3.2 FOR UNDERGROUND UTILITY PLAN FROM FORMERLY KIMBERLY-CLARK SITE PROVIDED AS REFERENCE. EX OUTFALL PS-04 PLUGGED EX CONC STRUCTURE EX OUTFALL M 12"PVC 1 EX OUTFALL C(002) W/MECHANICAL PLUG CAPPED AT PIPE END 3. THE EXISTING UTILITY LOCATIONS AND DEPTHS SHOWN ON THESE PLANS ARE APPROXIMATE. NO REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE 36"WOOD STAVE CAPPED AT IE=0.1'T f � � INFORMATION.THE CONTRACTOR SHALL POTHOLE OR OTHERWISE CONFIRM EXISTING 75'LANDWARD OF SHORELINE / L- \ EX � CONDITIONS PRIOR TO START OF WORK. IF CONDITIONS DIFFER FROM THOSE SHOWN ON (ABANDONED) ��\\ ,� EX // I CONC ° Q EX RIPRAP SHORELINE p� THE PLANS,THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN ASPHA/ CONC BLOCK 0 \� WHARF �_ WH RF EX WOOD DOCK �p�Yp CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED.THE CONTRACTOR STORAGE AREA � Q EX BARGE DOCK, PIP SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT FROM DAMAGE OR DESTRUCTION ALL II UTILITIES AS SHOWN AND ALL UTILITIES NOT SHOWN THAT MAY BE ENCOUNTERED DURING X CONC BLOCKS 1.�J \ ' �L CONSTRUCTION DUE TO NO RECORD OF THEIR EXISTENCE. EX BE (�^- ( ,I o 4. ALL EXISTING PIPES SMALLER THAN 15"DIAMETER THAT ARE ENCOUNTERED DURING THE / w w w WORK SHALL BE FULLY REMOVED OR SHALL BE CUT AND EACH END PLUGGED WITH "'� ( I 79�'�I \ GROUT FOR A MINIMUM LENGTH OF 5 TIMES THE PIPE DIAMETER. / �w` SS ENC SEX 30- OEDDIN CONC O1 EX 30"TILE SS \STAVE �` 5 KEY N 0 T E S`` EX TOP 16�- OF BANK <71 EX OUTFACE 004 1 EX C (DECOMMISSIONED) AR_ W � CONC PIPE � � O ALL EXISTING PIPES THAT ARE 15"DIAMETER AND LARGER AS SHOWN ON THESE o \ EX 26"CONC SS �� 3 1� IE=10.8't / j8 J DRAWINGS OR THAT ARE ENCOUNTERED DURING THE WORK SHALL BE FULLY f 6 1 20 O'�ti- N REMOVED OR ABANDONED IN PLACE BY FILLING THE ENTIRE PIPE LENGTH AND EX 30"CONC ` F\ CROSS SECTIONAL AREA WITH CDF. PRIOR TO FILLING WITH CDF,CONTRACTOR SS PSO4 "� \ SHALL VIDEO SURVEY THE ENTIRE LENGTH OF PIPE TO EVALUATE ITS CONDITION. IF 4 ~ O EX 54'"WOOD STAVE o ?7 PIPE IS FOUND TO HAVE HOLES OR DISLOCATED JOINTS,THESE AREAS OF THE o x o 1 ��- I y SS ENCASED IN CONC. - r� PIPE SHALL BE EXCAVATED TO EXPOSE PIPE AND THEN REPAIR/SEAL DAMAGED / cs'-` EX 21"WOOD STAVE PIPE � AREA PRIOR TO FILLING THE ENTIRE PIPE WITH CDF. CDF SHALL BE CONTAINED f� `1 w ,6 CAPPED APPROX 75' 7> �7B \ WITHIN PIPES AND SHALL NOT BE ALLOWED TO DISCHARGE INTO THE SURROUNDING 1 EX DOCK / 1 EX 36"WOOD STAVE (f;" I \r LANDWARD OF BULKHEAD y \ SOIL TO THE GREATEST EXTENT POSSIBLE. / ao OUTFACE CAPPED I' (ABANDONED) DECOMMISSIONED PSOn B r °P 17 o / EX BRUSH o PLUGGED w/CDF AT \ ''EX-S}� D __f \EX�VEG / EACH MH I\ ° SEX PUD , ��---- --ION �� EX ROCK �I LM\OEX 26"ICONS SS 16 � �ti (/ )- ,��J_j-X -13-r lq BULKHEAD DUNLAP J✓ A L) v y� Col EX HAUL ROAD l PR ` (PORT OF o �C G✓�f IO EX 42Y"CONC SS EX 12'WIDE HAUL / �1 6- (ONE-WAY) EVERETT) �� 11n I� p ROAD(ONE-war) ��r � f ® r EX SSMH FILLED WITH CDF,INLET& !� �g a EX 24"STL OUTLET PIPES ARE FILLED WITH GROUT FEDE AV v _ I�� TO WITHIN 5 PIPE DIAMETERS OF MH O p V"5- EX 242"CONC SS- p v I 3 2 C\ ~ Cv 7 EX WOOD WALL o ILA BELOW GROUND ------- fJ v 1 EX 24"DR. _ EX 6-FOOT HIGH CSBC PRELOAD. I 3 4 5 6 7 —" - oLLowlNc USE as PRELOAD,THE I o CITY OF EVERETT \ ' ' ' ' TR.SS CO TRACTOR SHALL DISTRIBUTE THE M I-__ OEX 30"CONC <o C EX LOADING I TO 5-FEET OF CSBC ACROSS THE � J PORT GARDNER J ® DOCK, TYP t7 n QO V s O SS EX O O SIT FOR USE AS PAVEMENT SUBGRADE. I EX CDF- ° STORMWATER n 61 r FILLED CB FACILITY i y of Everett (DEX 36"STL Q L APPRox BouNDARY OF EX +I ER' viewed for Permit 1 012 6/2 021 r�� - EX SAND STEEL H-PILE FOUNDATIO S S 1 1 EX 24"TILE SS •'"'"}° I � _ ® a i i�Q (TOP ELEVATIONS VARY \ I FROM 14'TO 11') EX 30"DR. � Z� I � EX REED VAULT EX LOADING DOCK TR.SS o >> a EX WAREHOUSE BLDG !l O EX 42"CONC SS EX CONC &STEEL FDN EX 0 ADO GR ELEMENT BELOW GROUND,TYP / h / ✓ 80' 0 80' 60' 1 EX 24"WOOD STAVE � f r r f vo 0 7 IN CONC WASTE EX DWO W / J ` o G D.�� V �8I RAW WA 121100ZI l GRADE PIP EX CONC WALL o ti C ti 40' 120' vv BELOW GROUND EX SCALE: 1"=80' 6EX 48"STL ASTEWATER/STO MWATER�- �J` ASPH X VO P EUNEtiQSEME L EX CONC BIT Y9 `� �- BARRIER&GAS UTW Y __ '1 �� — _ — �� = - ( CALL48 HOURS BEFORE YOU DIG DIAL811 AB HOPE PIPE VERT DATUM: NAVD 88 'm rI 1 ° ABOVE GRADE, PIP � 1 � �- PROPERTY LINE ON AVE - CONV TO MLLW = NAVD88+2.03 m n e �� va �1 HORZ DATUM: NAD 83/91 WEST MARINE VIEW DRIVE(SR 529) — = — IF SHEET IS LESS THAN 22x34 W a v_ -0 REDUCE SCALE ACCORDINGLY m PROJECT ENGINEER, SG PORT OF EVERETT DWG. N0. 1 80' W QA�utidsB�9A N. WATSON " = D2.1 �1 16 Np J� DESIGNED BY: DATE: Port of "gs' >`i J. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO. H o _ EVERETT DRAWN BY: CHECKED BY 1-8-900-05 _ & MTCA 3RD INTERIM ACTION U K. EDWARDS, D. YU N. WATSON PROJECT N 1601 Sth Avenue,Suite 1300 10 06/21/2021 NW ADDED NOTES wB B 3•r01a� a° NO. MT-NT-2021-02.2 N P.G. BOX 538 Seattle,Washington 98101 �r�ea UTILITY PIPE FILL A N D EVERETT, WA 98206 ® 05/07/2021 NW FOR CITY REVIEW s70xaL>;A b~ APPROVED BY: N EVER T, WA 98 (206)382-0600 Fax(206)382-0500 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION ABANDONMENT PLAN SHEET NO. 18 OF 149 O