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PORT GARDNER BAY EX OUTFALL F (003), NOTES
<br />EAST WATERWAY 54" WOOD STAVE EX OUTFALL K OUTER HARBOR LINE
<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't IE=13.2't 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 OUTFACE C (002) W/ MECHANICAL PLUG `
<br />36" WOOD STAVE CAPPED AT CITY OF EVERETT STANDARD
<br />75' LANDWARD OF SHORELINE / L v ❑ C4.1 C4.9 `
<br />(ABANDONED) ��1 1 f o o \ STORM DRAIN NOTES
<br />COGE NIC BLOCK C)
<br />1 ~� �N _ _ _ _ �p
<br />To r 1 REPL EX 12" PVC/21" WOOD STAVE
<br />]_ \ \
<br />EX BE M( — (/ , o OUTFALL WITH NEW 35" OUTFALL T. 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 />TER LIFT STATION
<br />✓ �5, O r STORMWATER 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND
<br />CONTROL PANELSTANDARDS
<br />OMPo THE M POLE, TYP NT-SDMH-01 \ SPECIFICATIONS FOR ROAD, BRIDGE,
<br />IANDAMIUODNICIPALCONSTRUDCOP STANDARD TON(CURRENTEDITION).
<br />REPLEX OUTFACE A � ,......: ;..�....:�...,:•.:.:::. .::...: <.::.: ,..,.;-:.:.:::...,:......,. •.: ,....:: ;:. - ::.:..:...,..:... ..:, .:.. .. ...........,....: � .. ...;15 .:. :•:.::. _:..:.: ,•; ., ,,.. �
<br />} ..\ X OUTFALL 004
<br />WITH NEW 18' OUTFALL NT-SDVLT-01 NT-SDVLT-02 (DECOMMISSIONED) 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE
<br />_ ~
<br />( � � RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE
<br />J 0 1� �6 HIGH-FLOVSTQRMWATER �/ly RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br />BYPASS/LIFT STATION SYSTEM I �p�^..��%y CESF STORMWATER ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING
<br />F TREATMENT SYSTEM
<br />i i S CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND
<br />NT-SDMH-03 NT-SDMH-02 ;:\
<br />L ` _ � ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO
<br />a d ^�O _� _ 2j COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.
<br />o NT-TD-01 15 -�4. .10 0
<br />OUTFACE A 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE
<br />1 1::: NT-CB-01 NT-CB-22 pl „:/�,.,\� STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br />I / .
<br />f m !� k NT-CB-10 ® `:` \ =46 = — — —
<br />/ m m 1 - = �.ti 5 ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE, DRAINS
<br />AR:...
<br />1 NT-HML-01 �ECOFiM155f01VE6F50 NT=HML-02 NN-HMM- L-04 NT-CB-11
<br />Q `• ` TO STREAM, LAKE, RIVER, PUGEf SOUND, OR WETLAND." CHOOSE APPROPRIATE FEATURE
<br />o PLUGGED w/CDF AT o �' ` "'"'' ' �� HE PROJECT.
<br />FOR T
<br />EACH MH o ` 7 6::...;'.. ,.....
<br />lI �\ o�/ 1 NT-SDMH-12 NT-SDMH-16 �r�
<br />18" HDPE DR11 TO GRADE BREAK, TYP SUBST ION i.;'.,:: w�
<br />/_
<br />✓'�� ••.. �� REPLACE EX 10" 16 � `a n ~/Q \ \ o�
<br />"- DUCTILE IRON OUT -----� o ----- ---� �1✓ /\ L
<br />NT-SDMH-17 \
<br />DUNLAP ` j NT-SDMH-06 \ TRENCH DRAIN, TYP NT-SDMH-11 10'x15' DUMPSTER "x�. ., e \
<br />I 1 0 \ NT- -30 `' P "kR1y
<br />CONIC GUTTER, TYP & RECYCLE AREA NT-SDMH-15
<br />(PORT OF �/ NT-SDMH-08 NT-SDMH-07 NT-SDMH-05 NT-SDMH-04 `16- ®
<br />o EVERETT) NT-CB-25 NT-CB-15
<br />—NT-SDMH-13 / G ... ...
<br />STORM DRAIN �T_TD_0� — — — - - T TD-0 J / 9 T P' 31
<br />PIPE, TYP �_ ss /ems ss _— ss ss — — — —s; _ s l I I 74
<br />NT-CB 23 J G NT-SDMH-23 U NT-SDMH-24 �? SDMH-14 NT-CB-14 \` \ o z I J
<br />5 ( NT-HML-05 -N 17
<br />FED �/
<br />® 0
<br />- - - w � © � — — — — v �-�t�-��IT�tiVl � 14�
<br />N —
<br />\ NT- D H-09
<br />__ THGA& -------- I� o P— TYOFEVERETT
<br />N WA E GATES �� 0 7r� GRADE BREAK, TYP NT H� L 1 ' PORT GARDNER
<br />---- J I
<br />® `� � STORMWATER
<br />—�—��—------------------------- —� 7— O7 = _ / FACILITY
<br />2 NT-SDMH-18 _ NT-SDMH-21
<br />r C3t�EidRt�� NT-SDMH-10
<br />C2.1 , C3.3 C3.1 1 a NT-CB-27i
<br />o � LEASEHOLD Z v
<br />�T TD-05 T-TD-05 T-TD-05 ° m
<br />NT-CB-19 NT-CB-26
<br />EX WAREHOUSE
<br />BLDG NT-CB-06 NT-CB-05 U aJ ° } _
<br />\a AR>Po ` 3
<br />\ P
<br />®0I � — =—T �'�✓ — — — NT—HNL—M� — �� 'c 1�� 1/ ——4I,T—H L-1 1 j Z
<br />80 0 80 160
<br />mal
<br />/ d CO NC GI�TTER, TYP — — — °
<br />\ / 40' 120'
<br />`\ NT-C3-09 NT-CB SDMH22 -08 \ ti \ 20 e SCALE: 1 "=80'
<br />1 \ _NT-CB-07 /✓` �`�� N NT-CB-17 ` o J�0
<br />18 GRADE BREAK\YP NT-TD- /\ NT-CB-28JNJ-CB-29 �(
<br />NT-CB-18 \ 1 e _
<br />V " VERT DATUM: NAVD 88
<br />C 2.1 , C 3.3, C 4.1 3.13 _ y � - PROPERLY LINE _ 2� � _ ONAV.� _ CONV TO MLLW = NAVD88+2.03
<br />w
<br />� -�
<br />HORZ DATUM: NAD 83/91
<br />WEST MARINE VIEW DRIVE (SR 529) = �— F IF SHEET IS LESS THAN 22x34
<br />REDUCE SCALE ACCORDINGLY
<br />�5 12/02/2021 NW 2—INCH TO 9—INCH PVMT PROJECT ENGINEER: SCALEPORT OF EVERETT DWG. NO. ® 09/27/2021 NW REVISED PER RF1010 & WHSE RECORD CONDITIONS N. WATSON 1 = 80 C4.1
<br />Port o, f' 08/26/2021 NW GVL YARD DRAINAGE ILLUSTRATED IN THESE
<br />REVISED PER CITY COMMENTS & DESIGNED BY: DATE:
<br />UPDATE ELEC BACKGROUND PER 0 07/D5/2023 NW RECORD DRAWING PLANS REFLECT NORTON TERMINAL DEVELOPMENT
<br />J. BECKER 05/07/2021
<br />EVERETT ADDENDUM 3 ® 06/29/2022 NW SUBSTATION SITE DEVELOPMENT INFORMATION CIP N0.
<br />& MTCA 3RD INTERIM ACTION 1-8-900-05
<br />0 07/09/2021 NW ADDENDUM 1 22 PROVIDED BY DRAWN BY: CHECKED BY:
<br />8 o4/os/�o NW MARITIME TENANT sITE DEVELOPMENT K. EDWARDS, D. YU N. WATSON PROJECT
<br />1601 5th Avenue, Suite 1300 10 05/21/2021 NW ISSUED FOR BID CONTRACTOR. RECORD STORMWATER OVERALL PLAN
<br />P 0 BOX 538 Seattle, Washington 98101 , , © 02/09/2022 NW MOVE SDMH6 & SDMH23 TO N0. MT—NT-2021 —02.2
<br />EVERETT, WA 98206 DO 05/07/2021 NW FOR CITY REVIEW AVOID WOOD STAVE PIPE CONDITIONS WERE NOT APPROVED BY:
<br />EVER) T, WA 94 (206) 382-0600 Fax (206) 382-0500 VERIFIED BY ENGINEER
<br />PROJECT NO. 1600120 NO, DATE BY REVISION NO, DATE B.Y REVISION SHEET NO. 45 OF 150
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