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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 /> / GONG BLOCK I <br /> STORAGE AREA r \ f �� % (V O L. 1 , 4—2.7) <br /> REEL EX 12"PVC/21"WOOD STAVE \ <br /> EX BE J-c (�- (�) -= OUTFALL WITH NEW 36"OUTFALL NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED,OR PUT INTO <br /> E 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 /> - �OMM POLE,TYR 4- SDMH1 ' \ CONTROL PANEL CONSTRUCTION STANDARDS AND SPECIFICATIONS AND THE WSDOT/APWA STANDARD <br /> TFALL A / —__-1 6v171 =�-151 EX OUTFALL 004 <br /> 6 _— =16= SPECIFICATIONS FOR ROAD, BRIDGE,AND MUNICIPAL CONSTRUCTION (CURRENT EDITION). <br /> REPL EX OU <br /> WITH NEW 18 OUTFALL o SDVLTI 7, (DECOMMISSIONED) 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE <br /> _� r 17-—— 17�—_ SDVLT2 �� RECORDS AND ARE SHOWN FOR CONVENIENCE.THE CONTRACTOR SHALL BE <br /> o 1 HIGH LOVk STORMWATER % —17-�/ �'�t'?, CESF STORMWATER RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY <br /> BYPA /LIFT-StATION SYSTEM ,pr7D <br /> TTREATMENT SYSTEM ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING <br /> CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND <br /> SDMH3 / MH2 ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO <br /> a o I TD1 ° C .10 TDp - _ .,p COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. <br /> OUTFALL A �� v f o— u 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE <br /> CB1 CB22 of \ STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. <br /> L o 0 <br /> ' \�== <br /> W W W@ W W CB10 - o i-'~r oP 1 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO WASTE,DRAINS Z� CB11 f -0 �„^� \ TO STREAM,LAKE, RIVER,PUGET SOUND,OR WETLAND."CHOOSE APPROPRIATE FEATURE <br /> �1 PLUGGED w/CDF AT f" \p FOR THE PROJECT. <br /> _ _SDMH12_ - <br /> 0 <br /> 1 Gk�A — — — — — SDMH16 Ex PDb <br /> 18 HDPE DR11 TO l� S BSTt ION CD14 <br /> REPLACE EX 10" 7 l wI <br /> DUCTLE IRON OUTFALL —1 7————-I- —— ——1 7— ——17 — <br /> l <br /> } A"J TRENCH DRAIN,TYP <br /> DUNLAP T — 10x15' DUMPSTER 1 o r I l pA ER y <br /> 4�r LI GONG GUTTER,TYP RECYCLE AREA SDMH17 (1 -\ <br /> (PORTOF SDMHB5 -SDMH7 i SDMH6 16 SDMHS o SDMH4 SDMH11 -SDMH15 j�6 CB15 <br /> � SDMH13 6 <br /> EVERETT) s _ TD1_ - / —— 7p 4 — -— TD3 <br /> STORM DRAIN C623 — 1 s _ ——r s —— ——�-1 �S <br /> PIPE,TYP _ <br /> a V C$3 SDMH23 6 EE2 SDMH24 SDMH14 e CB12 16 CB13 6 C \ O <br /> �•,n <br /> � — -- — ��-- ----17-- — I <br /> a — <br /> / W W o W W W W W W— W <br /> 3 <br /> ✓SDMH9 ti�� o P o Pc Pc c� cP <br /> J <br /> 0 1 9------ 9-- R rlu ry ?/ <br /> CB24 I I ' ° � �` <br /> ——`— - ———— —`— E ,P \ v `/ CITY OF EVERETT <br /> ---------- WA XN E GAT \ o <br /> � . — . —Tb — — — — � — — — — - � PORT GARDNER <br /> o e ———— — ———— FUruRE MaIFi��E TENA(T 0 o STORMWATER <br /> r r a 9——— —19- 9 �V � FACILITY <br /> �BJ A SDMH18 SDMH2O_ SDMH21 <br /> C2.1, C3.1 C3.1 1 SDMH10 <br /> LEASEHOLD � a a <br /> C o Tb�— \ FUTUf2E FDD SOBSTATffUT <br /> o ° Q ti \ r f �w� I� C61 <br /> n SDMH19 CB16 f 1 <br /> EX WAREHOUSE r �J �� I -19-- 1 rr--- ---1 ------- 19 <br /> BLDG C66r --CB5 Cd d d Cd Cd Cd C Cd Cd \ CB20 <br /> — 19—— -- � .,., <br /> ® r a . <br /> 1 A CB4 w Le w W ° �� CB21 80' 0 80, 160' <br /> f a, GONG c TTER,TYR GRADE BREAK, TYR 9� I o <br /> 40' 120' <br /> \ CB9.��\ CBS,i A _ — �w W SDMH22 <br /> f �o SCALE: 1"=80' <br /> CB7-21 <br /> \\20 s C617 l r w <br /> CALL 48 HOURS <br /> BEFORE YOU DIG <br /> DIAL 811 <br /> m fll C PROPER r - ?:z� VERT DATUM: NAVD 88 <br /> ��� ONAY CONV TO MLLW = NAVD88+2.03 <br /> OD — e HORZ DATUM: NAD 83/91 <br /> <_.< C2.1, C3.1 C3.1 LJ.I <br /> 7 ° I WEST MARINE VIEW DRIVE(SR 529) <br /> a< m �° ° �2_2 W <br /> m <br /> !° PROJECT ENGINEER: SCALE: <br /> ® 09/27/2021 NW REVISED PER RFI010 & WHSE A. M N. WATSON 1" = Bo' PORT OF EVERETT DWG. NO. C4.1 <br /> GVL YARD DRAINAGE16pg 9�, <br /> ® 08/26/2021 NW REVISED PER CITY COMMENTS & t t� Imo"O DESIGNED BY: DATE: <br /> Port Of UPDATE ELEG BACKGROUND PER ="�R' J. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO <br /> ADDENDUM 3 po'' <br /> EVERETT1q)ff DRAWN BY: CHECKED BY: « MTCA 3RD INTERIM ACTION 1-8-900-05 U <br /> ® 06/21/2021 NW ADDENDUM 1 ti K. EDWARDS, D. YU N. WATSON PROJECT <br /> p P,0. BOX 538 1601 5th Avenue,Suite 1300 p 06/2,/202, NW ISSUED FOR BID �2e37014�,A� S T O R M W AT E R OVERALL PLAN NO. MT-NT-2021-02.2 <br /> N EVERETT, WA 98206 Seattle,Washington 98101 ® 05/07/2021 NW FOR CITY REVIEW �.,y C <br /> N IO IL 't b~` APPROVED BY: O <br /> (425) 259-3164 (206)382-0600 Fax 0 PROJECT NO.1600120 NO. DATE I BY REVISION NO. DATE BY REVISION SHEET NO. 45 OF 150 LL <br />