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PORT GARDNER BAY EX OUTFALL F(003), <br /> EAST WATERWAY 54"WOOD STAVE EX OUTFALL K OUTER HARBOR LINE NOTES <br /> MECHANICALLY PLUGGED 15"PVC CAPPED JUST LANDSIDE OF <br /> LANDSIDE OF BULKHEAD BULKHEAD 1. REFER TO SPECIFICATIONS FOR PIPE MATERIAL. <br /> IE=3.4'i IE=13.2'L INNER HARBOR LINE <br /> 2. REFER TO SHEET C4.17 FOR STORM AND TRENCH DRAIN STRUCTURE SCHEDULE. <br /> EX OUTFALL PS-04 PLUGGED <br /> EX OUTFALL C(002) W/MECHANICAL PLUG <br /> 36"WOOD STAVE CAPPED AT C41C49 \, CITY OF EVERETT STANDARD <br /> 75'LANDWARD OF SHORELINE C' <br /> (ABANDONED) �— J P o STORM DRAIN NOTES <br /> / CONC BLOCK II <br /> STORAGE AREA r \ f �� % (V 0 L. 1 , 4—2.7) <br /> REEL EX 12"PVC/21"WOOD STAVE �\ <br /> EX BERM-J-c (�- (�) -= OUTFALL WITH NEW 36"OUTFALL NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED,OR PUT INTO <br /> IE=6.56' USE UNTIL IT HAS BEEN INSPECTED,TESTED,AND ACCEPTED BY THE CITY OF EVERETT. <br /> STORMWATER LIFT STATION 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND <br /> - COMM POLE,TYP 4- SDMH1 ' \ CONTROL PANEL CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD <br /> REPL EX OUTFALL A / , =16v17 �--1516 -— - =16— EX OUTFALL 004 SPECIFICATIONS FOR ROAD, BRIDGE,AND MUNICIPAL CONSTRUCTION (CURRENT EDITION). <br /> WITH NEW 18 OUTFALL o A SDVLTI 7, (DECOMMISSIONED) 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE <br /> 17_ —t SDVLT2 �� RECORDS AND ARE SHOWN FOR CONVENIENCE.THE CONTRACTOR SHALL BE <br /> o �1 1 HIGH LOLh�SkQRMWATER % -17 / �'�t'?, CESF STORMWATER RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY <br /> BYPA /LIFj`StATION SYSTEM ,p ���� ( \' `ti�^'F� TREATMENT SYSTEM ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING <br /> SDMH3 t� SDMH2 \ CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND <br /> ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO <br /> .10 TIDE - _ ° COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. <br /> tl <br /> OUTFACE A % r r �� � i / ✓v � f o— � u CB22 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE <br /> r n CB1 O� Di \ STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. <br /> W w o w W CB10 CB11��� ��==�fi� <br /> f' D 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO WASTE,DRAINS <br /> T STREAM,LAKE, RIVER,PUGET SOUND,OR WETLAND."CHOOSE APPROPRIATE FEATURE <br /> �1 PLUGGED w/CDF AT -` a FOO R THE PROJECT. <br /> ° 18"HDPE P EACH MIT <br /> DR11 TO _ SDMH12 <br /> _ — — — — -� — — — _ SDMH16 C Db 1 C614 <br /> - REPLACE <br /> EX 10' <br /> �r— <br /> STf)�10�OUTFACE17-————F�d ——— — —.17-— ——17—_ ENCH DRAIN,TYP DUNLAP RECYC' DUMPSTER� CONC GUTTER,TYP RECYCLE �-- � � ` (�-16- <br /> (PORT OF SDMH8 c ;SDMH7 / SDMH6 16 SDMH5 o SDMH4 SDMH11 SDMH13 SDMH15 � =SDMH17, CB15 <br /> 7 $ \ <br /> EVERETT) '— 1� � <br /> TD4_ <br /> 15 <br /> �76 � <br /> I CB3 CB2 SDMH14 6 CB12 6' C613 <br /> s C j � --- -- ----17--- \ \ <br /> 1 a <br /> W .� VV W W W _ W — _W W <br /> _ ° <br /> FEDERAL - _ w !� 6— — — —— u - 17 I I o I Io <br /> __ �_ <br /> 1:c— P�—1 a— <br /> SDMH9��j ti V� c c P C c '> Pc c� cP CP cP c� <br /> CB23 �S ^ a k ti� 4 — -— ——� <br /> wnleECOu Gn \ r� —o —�———— — 9—————— 9-— �� �� u� p CITY OF EVERETT <br /> GAT� E — Cam . — . —� — — . — . — — — — — — — <br /> _ s� ° PORT GARDNER <br /> ® r\� \ram II �� o e l l?,� 1 Furu AFiAE TENA(T 0 STORMWATER <br /> —�— 19--- ---- --19— ---- 9 T FACILITY <br /> A b� SDMH18 SDMH2O_ SDMH21 <br /> C2.1, C3.1 C3.1 1 ob5fz TENANF SDMH10 a y — <br /> I� C-� o " TD5 cp FUTURE PUD SUBSTATION <br /> \7` fN!S- 1 �� CB19 <br /> �� --- — ------SDMH19 CB16 �� <br /> EX WAREHOUSE — 19—— <br /> eLDc CB6 CBS d ` � � CB20 \ l <br /> I�l — 2� �T 2 <br /> J m _ \ CBS W �� W W ° 9 1 CB21 a� 80' 0 80' 1 60' <br /> 1 r TTEL T P <br /> 40 120' <br /> CB9_ l\ -". 3 i A �_ �W W SDMH22 1} �� SCALE: 1"=80' <br /> I � <br /> _ CALL 48 HOURS <br /> BEFORE YOU DIG <br /> / <br /> DIAL811 <br /> C pROp �T` VERT DATUM: NAVD 88 <br /> � ��✓/��— �� B b — C21, C3.1C3.1_ ERnuNE _ _�� _ ON AVE CONV TO MLLW = NAVD88+2.03 <br /> e HORZ DATUM: NAD 83/91 <br /> IF SHEET IS LESS THAN 22x34 _ <br /> 22 __ REDUCE SCALE ACCORDINGLY > <br /> RN. WATSONENGINEER: SCALE: PORT OF EVERETT W <br /> DWG. NO. w LU <br /> � p, � N. W 1" = 80' C4.1 <br /> "i�1�Q lA,pg�Nc,T� DESIGNED BY: DATE: <br /> Port of ="�R' -' ��� J. BECKER 05/07/202, NORTON TERMINAL DEVELOPMENT CIP NO 1qH <br /> EVERETT ff 6 08/26/2021 NW REVISED PER CITY COMMENTS DRAWN BY: CHECKED BY 1-8-900-05 <br /> & MTCA 3RD INTERIM ACTION U <br /> 1601 5th Avenue,Suite 1300 & 06/21/2021 NW ADDED NOTES K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.O. BOX 538 Seattle,Washington98101 STORMWATER OVERALL PLAN NO. MT-NT-2021-02.2 <br /> EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 ® 05/07/2021 NW FOR CITY REVIEW APPROVED�cJ b~ ARRRovED BY: <br /> (425) 259-3I64 PROJECT NO.1600120 NO. I DATE I BY I REVISION NO. I DATE I BY I REVISION SHEET NO. 45 OF 149 0 <br />