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PORT GARDNER BAY Ex OUTFALL E(003),� NOTES <br /> " <br /> EAST WATERWAY 54 WOOD STAVE EX OUTFALL 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=13.2'3 INNER HARBOR LINE 2. SEE SHEET G3.2 FOR UNDERGROUND UTILITY PLAN FROM FORMERLY KIMBERLY-CLARK SITE <br /> __ __ __ - PROVIDED AS REFERENCE. <br /> /T EX OUTFALL PS-04 PLUGGED EX GONG STRUCTURE EX OUTFALL M 12'PVC <br /> EX OUTFACE C(002) / 1O EX EN WOOD STAVE W/MECHANICAL PLUG CAPPED AT PIPE END 3. THE EXISTING UTILITY LOCATIONS AND DEPTHS SHOWN ON THESE PLANS ARE APPROXIMATE. <br /> SS ENCASED IN CONC \ IN REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE <br /> 36"WOOD STAVE CAPPED AT D IE=0.1'i � INFORMATION.THE CONTRACTOR SHALL POTHOLE OR OTHERWISE CONFIRM EXISTING <br /> 75'LANDWARD OF SHORELINE / L-E� / EX ✓J �� CONDITIONS PRIOR TO START OF WORK. IF CONDITIONS DIFFER FROM THOSE SHOWN ON <br /> (ABANDONED) _ ) / CONC o K EX RIPRAP SHORELINE THE PLANS,THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN <br /> CONC BLOCK U �. WHARFJHAL WHARF EX WOOD DOCK �� CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED.THE CONTRACTOR <br /> / d EX BARGE DOCK, PIP SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT FROM DAMAGE OR DESTRUCTION ALL <br /> STORAGE AREA 0 UTILITIES AS SHOWN AND ALL UTILITIES NOT SHOWN THAT MAY BE ENCOUNTERED DURING <br /> X CONC BLOCKS 0 ', \ ��L� APPROXIMATELY 48'OF <br /> �` ` CONSTRUCTION DUE TO NO RECORD OF THEIR EXISTENCE. <br /> 12"PVC PIPE REMOVED <br /> EX BE� (_- �rr o DURING CONSTRUCTION 4. ALL EXISTING PIPES SMALLER THAN 15'DIAMETER THAT ARE ENCOUNTERED DURING THE <br /> TILE SS ') " 9 WORK SHALL BE FULLY REMOVED OR SHALL BE CUT AND EACH END PLUGGED WITH <br /> Ir f w/ GROUT FOR A MINIMUM LENGTH OF 5 TIMES THE PIPE DIAMETER.EX TOP EX 54"WOOD STAVE 165 \ \ <br /> OF BANK I IE=4.54'PLUGGED 15-- �� KEY NOTES <br /> ` <br /> l EX VAULT i x l p �7S EX 15 EX OUTFACE 004 <br /> " 1 \� \ <br /> EX 30"CONC SS (DECOMMISSIONED) <br /> CONC PIPE <br /> 1 S O ALL EXISTING PIPES THAT ARE 15"DIAMETER AND LARGER AS SHOWN ON THESE <br /> PSO4 REMOVED IE=10.8'f / Ob o J)I ! ~OEx 26"CONC SS DURING CONSTRUCTION C1 �8 2 ti DRAWINGS OR THAT ARE ENCOUNTERED DURING THE WORK SHALL BE FULLY <br /> I! EX 30"CONC ` O FP CROSSREMOVED OR SECTIONALNDONED IN AREA WITH CDF. BY PRIOR FILLING <br /> TO FILLING WITH PIP LENGTH AND <br /> CDF,CONTRACTOR <br /> j EX 24"CLAY PIPE UTILITY TEE AND <br /> LINE NOT FOUND DURING CONSTRUCTION SS PSO4 `1 P \ SHALL VIDEO SURVEY THE ENTIRE LENGTH OF PIPE TO EVALUATE ITS CONDITION. IF <br /> o 24"CLAY 2j PIPE IS FOUND TO HAVE HOLES OR DISLOCATED JOINTS,THESE AREAS OF THE <br /> A ° ¢ OEX 54"WOOD STAVE SS ENCASED IN PIPE REMOVED �w ( Ex 12"HDPE i9 ° PIPE SHALL BE EXCAVATED TO EXPOSE PIPE AND THEN REPAIR/SEAL DAMAGED <br /> GONG FILLED WITH QUARRY SPALLS. �� y L w �EX 21"WOOD STAVE PIPE J REMOVED DURING APPROXIMATELY , AREA PRIOR TO FILLING THE ENTIRE PIPE WITH CDF. CDT SHALL BE CONTAINED( a .-� CAPPED APPROX 75' CONSTRUCTION \ — <br /> ��� l _6. a1 LF 6�� WITHIN PIPES AND SHALL NOT BE ALLOWED TO DISCHARGE INTO THE SURROUNDING <br /> EX DOCK 1 EX 36"WOOD STAVE LANDWARD OF BULKHEAD � <br /> L-PLUG C,REMOVED <br /> HOPE <br /> DURING _ SOIL TO THE GREATEST EXTENT POSSIBLE. <br /> OUTFACE CAPPED IE=6.1't, REMOVED p CONSTRUCTION � AEA_-.-`��-==—� I <br /> ABANDONED l DURING CONSTRUCTION v -oP <br /> / (ABANDONED) OUTILITY TEE AND LINE COMMISSIONED PSON l 17 ���o00 -p`,^-"- 1 O2 UTIUN NOT LOCATED DURING CONSTRUCTION. <br /> 'SEX-XSP D s-�EX VEG <br /> NOT FOUND DURING PLUGGED w/CDF AT <br /> III o r EX BRUSH CONSTRUCTION EACH MH o� / $ 76 oa, <br /> n <br /> �1 � •\ °/ � l/ �R EX 36"WOOD STAVE <br /> REMOVED PIPES / IE=7.1 1 x EX PVU/D ) \ �� �\ <br /> EX ROCK <br /> m 2 EX 26"GONG SS REMOVED EX ^,16 c9 S IBST�TI n BULKHEAD wl <br /> 18"STEEL PIPE 2 UTILI TEE NOT �� �" )^ V <br /> FOUND DURINGal <br /> / CONSTRUCTION O ����` _•x o�"�` J I <br /> DUNLAP f EX HAUL ROAD r PRyPf ` <br /> r-- IE 36"WOOD STAVE [.� 2 EX 42'CONC SS EX 12'WIDE HAUL £ / `16-� (ONE-WAY) �- N <br /> (PORT T DURING <br /> NOT LOCATED / ROAD(ONE-WAY) .. <br /> EVERETT) �� DURING CONSTRUCTION a p UTILITY ) / EX 16"PIPE - <br /> J POTHOLED AND APPROXIMATELY 20' <br /> I <br /> PIPE NOT LOCATED DURING J REMOVE EX NOT FOUND ____ 5/ <br /> -�--� REMOVED DURING -- / <br /> CONSTRUCTION AS INDICATED ON RECORDS 10"STEEL DURING I <br /> PIPE CONSTRUCTION CONSTRUCTION <br /> V� EX 36"WOOD STAVE PIPE - - - - <br /> r EX 15"PIPE <br /> FILLED WITH QUARRY SPALLS <br /> - 'i U <br /> CONO REM DRING I <br /> STRUCTION <br /> REMOVE EX 24'STEEL PIPE �- <br /> FED AVE J\ ( (35fLF)_- — <br /> O(238f F) o EX 30 CONC SS <br /> 2 PSO4 GROUT FILLED \/�' '� EX WOOD WALL ,,,fffjjj I4 l) O a J- L (� � r74� o <br /> m ,� BELOW GROUND E ----- �"•n \f J v <br /> I ' ./n � EX 6-FOOT HIGH CSBC PRELOAD. I <br /> 3 4 15 6�7 (2 Ex 1s"STEEL PIPE �� —— �� p CITY OF EVERETT <br /> EX SSMH FILLED WITH CDF,INLET& FOLLOWING USE AS PRELOAD, THE <br /> OUTLET PIPES ARE FILLED WITH GROUT I CO TRACTOR SHALL DISTRIBUTE THE \ <br /> " ___ 2O(36tLF) Ex 30 caNc PORT GARDNER <br /> EX LOADING ( SS PSO4 rrT11O WITHIN 5 PIPE DIAMETERS OF MH TO 5-FEET OF CSBC ACROSS THE p <br /> a DOCK, TYP-' D V SITFOR USE AS PAVEMENT SUBGRADE. o STORIAWATER <br /> APPROX EXTENTS OF O(275±LF) QJF APPROX BOUNDARY OF EX 76` EX CDF- ) <br /> WAREHOUSE GRAVEL PAD :O 1 \ FILLED CB FACILITY <br /> EX SAND STEEL H-PILE FOUNDATIO�JS / <br /> PER 9-13-2021 SURVEY (18±LF) EX 12"STEEL PIPE ( y Z v <br /> I ® e i 0 TOP ELEVATIONS VARY _ <br /> to V o� FROM 14'To 11') -7 <br /> I� I 36 STEEL PIPE _ ' a �J� 30"PIP PLUG �7j '� �.. �.. EX FILL'ED-'& /^ <br /> - L�Cly., ;:It �2 (753LF) �' o L AT END OF PIPE J �§ RIED VAULT <br /> EX WAREHOUSE _ /p �EX GVL <br /> BLDG - 4\a FDN EX CONC&STEEL Z <br /> - - EX 36"WOOD STAVE I-� ` I ELEMENT BELOW GROUND,TYP \ 1 <br /> 7T 80 0 80' 1 60' <br /> PIPE FILLED WITH �'�� EX 0 ABO GR <br /> STOP PIPE FILL AT EDGE QUARRY SPALLS EX DWO <br /> OF WAREHOUSE GRAVEL PAD <br /> \ OEX 24"'WOOD STAVE✓� GRADE PIP <br /> IN CONC WASTE EX GONG WALL EX 40' 120' <br /> ^ BELOW GROUND ASPH SCALE: 1 =80, <br /> / ASTEWATER/STO MWATER" 1 EX 48"STL <br /> EX D 0 P ELINE EASSEE GROUT FILLED <br /> EX 30"FIBERGLASS PIPE $ <br /> J- <br /> EX CONC BLOCK ABANDONED IN PLACE <br /> r <br /> BARRIER&GAS UTILI I -_ w <br /> -9 I � =-- --- -----,._� CALL 48HOURS <br /> EX 48"STEEL PIPE REMOVED - l 2° BEFORE YOU DIG <br /> SCUT AND CAP EX 10"WATER `-DURING CONSTRUCTION <br /> Ex H DIAL 811 <br /> DPE PPE VERT DATUM: NAVD 88 <br /> � ABOVE GRADE, PIP - 22 ~ PROPER � <br /> ry E 2a e e — 01VAV CONV TO MLLW = NAVD88+2.03 <br /> HORZ DATUM: NAD 83/91 Z <br /> WEST MARINE VIE DRIVE(SR 529) / = <br /> IF SHEET IS LESS THAN 22x34 <br /> REDUCE SCALE ACCORDINGLY a <br /> PROJECT ENGINEERSALE: PORT OF EVERETT °W° N° D2 1 <br /> RECORD CONDITIONS N. WATSON1" = 80' <br /> ILLUSTRATED IN THESE <br /> Port of 6 07/05/2023 NW RECORD DRAWING PLANS REFLECT DESIGNED BY: DATE: N 0 RTO N TERMINAL DEVELOPMENT <br /> J. BECKER 05/07/2021 CIP NO. <br /> EvERETT INFORMATION oc <br /> jHJ Kj{jj e 10/19/2021 NW REVISED UTILITY PIPE FILL TO STOP p0'' 1-8-s00-OS O <br /> AT WAREHOUSE GRAVEL PAD. PROVIDED BY THE DRAWN BY: CHECKED BY: « MTCA 3RD INTERIM ACTION <br /> 1601 5th Avenue,Suite 1300 1 O6 21 2021 NW ISSUED FOR BID K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.o, BOX 538 0 / / CONTRACTOR.RECORD UTILITY PIPE FILL AND NO. MT-NT-2021-02.2 V <br /> Seattle,Washington 98101 ® 05/07/2021 NW FOR CITY REVIEW APPROVED BY: W EVERETT, WA sszos CONDITIONS WERE NOT <br /> (425) 259-3164 (206) T NO.1 Fax(206)382-0500 VERIFIED BY ENGINEER. ABANDONMENT PLAN SHEET No. 18 OF 150 <br /> PROJECT NO. 600120 N0. DATE BY REVISION N0. DATE BY REVISION <br />