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PORT GARDNER BAY EX OUTFALL F (003),
<br />EAST WATERWAY 54" WOOD STAVE EX OUTFALL K OUTER HARBOR LINE TESC NOTES
<br />MECHANICALLY PLUGGED 15" PVC CAPPED JUST LANDSIDE OF
<br />LANDSIDE OF BULKHEAD BULKHEAD EX BERTHING FLOAT 1. CONTRACTOR SHALL MANAGE AND MAINTAIN EXISTING ON -SITE INFILTRATION
<br />IE=3.4't IE=13.2'f INNER HARBOR LINE OF ALL ON -SITE STORMWATER DURING CONSTRUCTION AND SHALL NOT
<br />- - - - - - - - - - - - - - - - - - - ALLOW SURFACE WATERS TO DISCHARGE FROM THE SITE.
<br />EX OUTFALL PS-04 PLUGGED EX CONIC STRUCTURE EX OUTFALL M 12" PVC
<br />EX OUTFALL C (002) W/ MECHANICAL PLUG CAPPED AT PIPE END 2. OUTFALL REPLACEMENT WORK - ALL EXCAVATION AND PLACEMENT OF ROCK
<br />36" WOOD STAVE CAPPED AT IE=0.1't \ BELOW OHW WILL OCCUR IN THE 'DRY' DURING LOW TIDE WITHIN A SINGLE
<br />75' LANDWARD OF SHORELINE / E� r EX v �� TIDE CYCLE. WORK THAT CANNOT BE COMPLETED IN A SINGLE TIDE CYCLE
<br />T
<br />(ABANDONED) - / CONIC o 0 EX RIPRAP SHORELINE SHALL BE TEMPORARILY COVERED AND STABILIZED WITH GRAVEL, GEOTEXTILE
<br />P �Q OR OTHER APPROVED METHODS PRIOR TO TIDAL SUBMERSION.
<br />CONIC BLOCK U �- WHARF/ t WHARF EX WOOD DOCK � �1' PIP /`/fin„G
<br />O ,
<br />STORAGE AREA EX BARGE DOCK
<br />~ �N O 3. THROUGHOUT THE PROJECT DURATION AND AT END OF PROJECT,
<br />X CONIC BLOCKS r— CONTRACTOR SHALL REVIEW PERIMETER BERM FOR SIGNS OF MATERIAL LOSS
<br />1 AND EROSION. MATERIAL LOSS AND EROSION SHALL BE REPAIRED WITH
<br />EX BE�lv1�_ \ (- fr o ON -SITE STOCKPILED BALLAST MATERIAL PROVIDED BY THE PORT OR
<br />STRUCTURAL BACKFILL IMPORTED BY CONTRACTOR.
<br />I g 19, EX ASPH ROAD & CONIC
<br />r ✓ 15• s \ BLOCKS, PROTECT -IN -PLACE 4. CONTRACTOR SHALL FOLLOW ALL TESC MEASURES DESCRIBED IN THE SWPPP
<br />EX TOP / 15 AND UPDATE THE SWPPP AS REQUIRED THROUGHOUT THE DURATION OF THE
<br />PROTECT AND MAINTAIN • \ 16 CONTRACT. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS.
<br />OF BANK EX BERM DURING / ` 15 EX OUTFACE 004
<br />CONSTRUCTION I p ;-;.;:;-;;;.;• (DECOMMISSIONED) 5. CONTRACTOR CAN UTILIZE EXISTING NORTH GATE FOR CONSTRUCTION ACCESS
<br />/ � L � % _`����'•-v^�%:s��• � �� AS SHOWN UNTIL DIRECTED BY ENGINEER TO UTILIZE THE NEW NORTH GATE
<br />e )f (� /� } {^':1-` TEMP SILT FENCE PER COE STD ALIGNMENT.
<br />11 r- J Z6�, L 8 20^!�F \ DWG 214 ALONG DOWNSLOPE 0
<br />\ EDGES OF CONSTRUCTION LIMITS 6. SEE SHEEP C1.4 FOR CITY OF EVERETT STANDARD TESC NOTES.
<br />~ o ❑ 1 ) `°� "j " \ 1 2j EX ROCKERY,
<br />/ o /q /-> / —��- ti s ` " — J C� a \� PROTECT -IN -PLACE
<br />EX DOCK 11 i ,� �f I �16�- � , 1 \ % I
<br />1 � p L PROTECT AND MAINTAIN � \ =A6
<br />EX INLET PROTECTION 0 1 a _ ��Po J EXTEND TEMP SILT
<br />FENCE
<br />EX CONC BLOCKS
<br />a X�CSP D *-------
<br />TEMP SILT FENCE C f
<br />_ \ \\ PER COE STD DWG 214 G
<br />`\I EX ID
<br />KEY N �ES
<br />K__
<br />NEW LOC OF EX CONIC BLOCKS 16 j SUBSTA ION x r \ \ �_ % \\
<br />�I
<br />✓' fis / EX BALLAST STOCKPILE FOR I �PI�OT��T-� VA� ( 13' O
<br />ADJACENT TO LANDWARD SIDE OF EX MAINTENANCE OF HAUL ROAD ���•i ` J f 1 EXISTING SMH1995U05
<br />SHORELINE ROCKERY. RELOC EXCESS AND PERIMETER BEAM 4 ��lxx v'=c_�` J C (POTENTIAL DEWATERING DISCHARGE LOCATION)
<br />DUNLAP EX BLOCKS TO CONC BLOCK STORAGE 1 16 �J
<br />,e;` o ( EX HAUL ROAD
<br />`= j 2 EXISTING SMH1995K01 & SMH1995K21
<br />�- VMT AREA. EX 12' WIDE HAUL � "` � (POTENTIAL DEWATERING DISCHARGE LOCATION)
<br />(PORT OF �/ o ^� , i � ---✓ �16-� ,;,1 (ONE-WAY)
<br />o EVERETT) ■ �r NEW LOC OF BERM ADJACENT TO , ROAD (ONE-WAY) s PROTECT AND MAINTAIN - ,
<br />J LANDWARD SIDE OF CONIC BLOCKS ' ;:
<br />� �15, ` 1 EX BERM DURING <
<br />■ CONICBLO KS AND RELOC EX CON ; ,,o J L �� (\ CONSTRUCTION 7R
<br />EX GVL/BRUSH , BERM ADJACENT TOE ROCKERY I �
<br />...::;,. ,.....
<br />J
<br />N P
<br />_ J ... .:... .....�.z:.._,..;:;.o.... 1„... ,...,.....,-
<br />VId
<br />ASH F NECESSARY
<br />TRUCK WHEEL W LEGEND
<br />o r
<br />FED AV x _, ^� I J �� / `- \/ -`, 1,� O o o / GROUND SLOPE DIRECTION
<br />EX FH ° 0 TEMP INLET PROTECTION PER COE
<br />4 5 6 7 (OUT OF SERVICE) o P �" �✓ EX 6-FOOT HIGH CSBC PRELOAD. �� �✓ , , STD DWG 210
<br />y f� FOLLOWING USE AS PRELOAD, THE
<br />I ■_ THE WAREHOUSE TENANT LEASEHOLD , CONTRACTOR SHALL DISTRIBUTE THE o
<br />X LOADING AREA (APPROX 289'x449' AS SHOWN) TOP 5-FEET OF CSBC ACROSS THE `°z v p ® EX TEMP INLET PROTECTION
<br />® OCK, TYP IS NOT AVAILABLE FOR CONTRACTOR ^ p SITE FOR USE AS PAVEMENT SUBGRADE. 1 0
<br />EX FH'S LAYDOWN OR STOCKPILE PURPOSES,
<br />(OUT OF SERVICE) �I '6 l �a TEMP SILT FENCE PER COE STD
<br />_ �` `� \
<br />�SEE SHEET G5.1 FOR ADDITIONAL O 1j I
<br />2 00 INFORMATION e CN
<br />D �, EX SAND o // DWG 214
<br />[ifBACKFILL
<br />449'f ZI
<br />■ J
<br />IEX LOADING DOCK ( a nV1� �v D o Q L 1 J �'~ ✓ j)
<br />EX WAREHOUSE �)� 0 v -^ p l EX GVL Z
<br />•I BLDG 1O't Q) I
<br />■ \ 1
<br />1
<br />® I EX FH'S N ■ \ 5017±o /' �� EX WO ABOVE GRADE PIP
<br />® (OUT OF SERVICE) EX FH STOCKPILE & IAYDOWN AREA EX DWO BELOW ] Z 1JD Z �O j
<br />(OUT OF SERVICE) �/ J , p a f d ( 401 1 201
<br />U GRADE PIP n ` ��
<br />/ `, \ - o SCALE: 1 "=80'
<br />4 d o LO `' :`' EX
<br />W ■
<br />WASTEWATER/STO MWATER" r CONSTRUCTION ACCESS \ \ ) r ASPH
<br />L.LJ ■ EX FH EX DWO PIPELINE- SEME ti -� \ /� PER COE STANDARD DWG 201 < i
<br />(OUT OF SERVICE) ABOVE GRADE / 1 �-18 /� � g, � � `� ✓� �� �/� ` � ��
<br />~ 0 ' cam- l EX GATE I
<br />PROTECT AND MAINTAIN EX \ -
<br />■� O A INLET PROTECTION, TYP
<br />WAR
<br />am Am L,EOP G ARD
<br />flaw:111111�1 S ACK
<br />EX HDPE PIPE III °
<br />ABOVE GRADE, PIP
<br />`' -�- ----- —
<br />22 � ���
<br />M s
<br />VERT DATUM: NAVD 88
<br />_
<br />_ PROPERTY LINE _ 2� OR �
<br />11
<br />U ■\��
<br />�.� ��
<br />�—
<br />' o o
<br />o� AVE_
<br />CONV TO MLLW = NAVD88+2.03
<br />f
<br />HORZ DATUM: NAD 83 91
<br />/
<br />WEST MARINE VIEW DRIVE (SR 529)'
<br />IF SHEET IS LESS THAN 22x34
<br />G G
<br />M M M
<br />—
<br />e G ��2.2 N
<br />REDUCE SCALE ACCORDINGLY
<br />Port o, f
<br />EVERETT
<br />P 0 BOX 538
<br />EVERETT, WA 98206
<br />(425) 259-3164
<br />1601 5th Avenue, Suite 1300
<br />Seattle, Washington 98101
<br />(206) Fax (206) 382-0500
<br />PROJECTCTNO.NO. 1600120
<br />®
<br />0
<br />o
<br />Do
<br />D7/D5/2D23
<br />07/09/2021
<br />D7,D9,2D21
<br />os 21 021
<br />/ /
<br />05/07/ 0 1
<br />2
<br />NW
<br />NW
<br />NW
<br />NW
<br />NW
<br />RECORD DRAWING
<br />ADDENDUM 4
<br />ADDENDUM ,
<br />ISSUED FOR BID
<br />FOR CITY REVIEW
<br />RECORD CONDITIONS
<br />ILLUSTRATED IN THESE
<br />PLANS ATIO T
<br />INFORMATION
<br />PROVIDED BY THE
<br />CONTRACTOR. RECORD
<br />CONDITIONS WERE NOT
<br />VERIFIED BY ENGINEER.
<br />PROJECT W ENGINEER
<br />N. WATSON
<br />SCALE
<br />1
<br />1 = 80
<br />PORT O F EVERETT
<br />DWG. NO.
<br />C1 01
<br />DESIGNED BY:
<br />J. BECKER
<br />DATE:
<br />05/07/2021
<br />NORTON TERMINAL DEVELOPMENT
<br />& MTCA 3RD INTERIM ACTION
<br />TESC SITE PLAN AND
<br />SEDIMENT CONTROL PLAN
<br />CIP NO.
<br />1-8-900-05
<br />DRAWN BY:
<br />K. EDWARDS, D. YU
<br />CHECKED BY
<br />N. WATSON
<br />PROJECT
<br />NO. MT—NT-2021-02.2
<br />aPPRovED BY:
<br />SHEET NO. 19 OF 150
<br />NO.
<br />DATE
<br />BY
<br />REVISION
<br />NO.
<br />DATE
<br />BY
<br />REVISION
<br />
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