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PORT GARDNER BAY EX OUTFACE F (003), NOTES
<br />EAST WATERWAY 54" WOOD STAVE EX OUTFALL K OUTER HARBOR LINE
<br />MECHANICALLY PLUGGED 15� PVPED 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'f IE=13.2'f INNER HARBOR LINE 2. SEE SHEET G3.2 FOR UNDERGROUND UTILITY PLAN FROM FORMERLY KIMBERLY-CLARK SITE
<br />_ _ _ _ PROVIDED AS REFERENCE.
<br />EX OUTFALL PS-04 PLUGGED EX CONC STRUCTURE EX OUTFALL M 12" PVC
<br />EX OUTFACE C (002) !� EX 30" 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 NO REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE
<br />36" WOOD STAVE CAPPED AT IE=0.1't INFORMATION. THE CONTRACTOR SHALL POTHOLE OR OTHERWISE CONFIRM EXISTING
<br />75' LANDWARD OF SHORELINE / L E� r EX v \ CONDITIONS PRIOR TO START OF WORK. IF CONDITIONS DIFFER FROM THOSE SHOWN ON
<br />(ABANDONED) / ASPHALT/2 / CONC o 0 EX RIPRAP SHORELINE THE PLANS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND SHALL NOT BEGIN
<br />CONC BLOCK U WHARF NHARF EX WOOD DOCK �P��P CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED. THE CONTRACTOR
<br />EX BARGE DOCK, PIP SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT FROM DAMAGE OR DESTRUCTION ALL
<br />STORAGE AREA ~ Y �N 0 UTILITIES AS SHOWN AND ALL UTILITIES NOT SHOWN THAT MAY BE ENCOUNTERED DURING
<br />X CONC BLOCKS �� , \ )���I ��L APPROXIMATELY 48' OF
<br />r- l \ CONSTRUCTION DUE TO NO RECORD OF THEIR EXISTENCE.
<br />�1 � 12" PVC PIPE REMOVED
<br />EX BE�DURING CONSTRUCTION 4. ALL EXISTING PIPES SMALLER THAN 15" DIAMETER THAT ARE ENCOUNTERED DURING THE
<br />/ EX 30" TILE SS `" R WORK SHALL BE FULLY REMOVED OR SHALL BE CUT AND EACH END PLUGGED WITH
<br />Iw w w w w ( 19' GROUT FOR A MINIMUM LENGTH OF 5 TIMES THE PIPE DIAMETER.
<br />EX TOP /` EX 54" WOOD STAVE ` 65 `
<br />OF BANK j 1 IE=4.54' PLUGGED \ - 15- \� EX OUTFALL 004 K E Y I �1 0 T E S `
<br />J EX VAULT i V f I o <IS EX 15" �"� \� \
<br />EX 30" CONC SS ( CONC PIPE (DECOMMISSIONED)
<br />3 ) i !� ALL EXISTING PIPES THAT ARE 15" DIAMETER AND LARGER AS SHOWN ON THESE
<br />PS0/ o )J �� 2 EX 26" CONC SS DURING
<br />REMOVED 1 IE=10.8't / / o(y DRAWINGS OR THAT ARE ENCOUNTERED DURING THE WORK SHALL BE FULLY
<br />/1 O DURING CONSTRUCTION EX 30" CONC L ` 8 20 tip, NF REMOVED OR ABANDONED IN PLACE BY FILLING THE ENTIRE PIPE LENGTH AND
<br />EX 24" CLAY PIPE UTILITY TEE AND SS 30" -� 1t�+� \ CROSS SECTIONAL AREA WITH CDF. PRIOR TO FILLING WITH CDF, CONTRACTOR
<br />a z l LINE NOT FOUND DURING CONSTRUCTION 27 SHALL VIDEO SURVEY THE ENTIRE LENGTH OF PIPE TO EVALUATE ITS CONDITION. IF
<br />Q / 3 0 24" CLAY w - Imm PIPE IS FOUND TO HAVE HOLES OR DISLOCATED JOINTS, THESE AREAS OF THE
<br />° 10 EX 54" WOOD STAVE SS ENCASED IN� �� PIPE REMOVED EX 12" HOPE 9 ° PIPE SHALL BE EXCAVATED TO EXPOSE PIPE AND THEN REPAIR/SEAL DAMAGED
<br />/ /q CONC FILLED WITH QUARRY SPALLS. J o ti �w ✓ EX 21" WOOD STAVE PIPE / J REMOVED DURING APPROXIMATELY AREA PRIOR TO FILLING THE ENTIRE PIPE WITH CDF. CDF SHALL BE CONTAINED
<br />/ /%1 ;a � I r 1 ' 6 CAPPED APPROX 75' CONSTRUCTION 41 LF OF HOPE /8 WITHIN PIPES AND SHALL NOT BE ALLOWED TO DISCHARGE INTO THE SURROUNDING
<br />EX DOCK / 1 EX 36" WOOD STAVE I LANDWARD OF BULKHEAD \ i
<br />L -PLUG `REMOVED DURING o \ SOIL TO THE GREATEST EXTENT POSSIBLE.
<br />OUTFACE CAPPED IE=6.1't, REMOVED \ =4'
<br />j I ABANDONED I p CONSTRUCTION \ B
<br />h (ABANDONED) @UTILITY TEE AND LINE COMMISSIONED PSO� DURING CONSTRUCTION v OP 1�-Oa o�'� _ O I
<br />o � 0P UTILITY NOT LOCATED DURING CONSTRUCTION.
<br />o / EX BRUSH a I NOT FOUND DURING PLUGGED w/CDF AT SEX SP D \EX VEG �J
<br />V CONSTRUCTION EACH MH o�o % 76 r `p�
<br />I° / (f EX 36" WOOD STAVE
<br />REMOVED PIPES/ IE=7.7' C 1 EX PUD ) \ \ \~ EX ROCK
<br />@EX 26" CONC SS REMOVED EX ✓� • 6SUBSTATION x % BULKHEAD wI
<br />✓"V ���� =%� " 18" STEEL PIPE 2 UTILITY TEE NOT \ ) v n� /~Q l \ 13 oI
<br />FOUND DURING ✓ < -J �( /
<br />DUNLAP t R rjf l � imp 6 I PR Pf�
<br />L
<br />CONSTRUCTION 4 x � J 6�
<br />o EX HAUL ROAD. 7y
<br />EX 36" WOOD STAVE 2 EX 42" CONC SS
<br />J EX 12' WIDE HAUL �� •�
<br />(PORT OF �/ r-- / ROAD (ONE-WAY) ---✓ �16-" � (ONE-WAY)�1N � �'• �
<br />o CIE=7.2' NOT LOCATED / \ \
<br />o EVERETT) DURING CONSTRUCTION /ra p UTILITY ) C
<br />i / EX 16" PIPE 1 \ J 1
<br />'ti- � % s' POTHOLED AND
<br />PIPE NOT LOCATED DURING J REMOVE EX NOT FOUND APPROXIMATELY 20' -0
<br />REMOVED DURING - - _
<br />CONSTRUCTION AS INDICATED ON RECORDS 10" STEEL DURINGI A
<br />S � ` , 3 '� PIPE - - CONSTRUCTION - - � CONSTRUCTION M " " " J _ o
<br />V EX 36" WOOD STAVE PIPE
<br />i EX 15" PIPE \
<br />P FILLED WITH QUARRY SPALLS f
<br />M E REMOVED DURING
<br />-� ®� a y ..' O f CONSTRUCTION \
<br />ss � .:.:, "�"'k REMOVE EX 24" STEEL PIPE �'""'
<br />_FED AVE - ::.::,.<�:.-: ,..
<br />.-,•...,,:;,.•.,:.;,�.:•.s,:�•:��. EX 30" CONC SS �-
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<br />,..,J.. ,..<. •��� O EX WOOD WALL 1 r
<br />I
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<br />I I i� I
<br />I
<br />3 4'5.6.7
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<br />EX*16" STEEL PIPE
<br />two.
<br />i . 36 LFLj
<br />EX 30" CONIC
<br />EX LOADING i • • - �-
<br />DOCK TYP
<br />/ften' � \J
<br />APPROX EXTENTS OF ;;�''• _
<br />275tLF
<br />WAREHOUSE GRAVEL PAD ;':::*O :: ::;'•,':..,z:.;+:.a A O
<br />I
<br />• ;!!� .:.ale'.:. i YY: 1. �>,. ).,.J..x, 'Jr �^:
<br />PER 9 13 2021 SURVEY EX 12" STEEL PIPE
<br />d
<br />an:•;`t-•:36 STEEL PIPE '•'i:?,`•• :w�:-:� �s: ":1:'V :�,>:•:r' I LlJ �'
<br />t,C4 2 : 1.
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<br />,1` I
<br />EX WAREHOUSE , ,. ;.,.....,...:._. ..r '....
<br />BLDG
<br />_ / J
<br />f:Y.i ,.i r: . 4.:'l.:li 3i:C.'.>..t% ,.'M;�1i +'�'",•',"' .�•v
<br />EX 36" WOOD STAV
<br />2- o PIPE FILLED WITH
<br />STOP PIPE FILL AT EDGE QUARRY SPALLS 1
<br />OF WAREHOUSE GRAVEL PAD OEX 24" WOOD STAVE
<br />/ doe IN CONC WASTE
<br />• / ASTEWATER/STO MWA]
<br />ti EX D 0 P ELINE-EASEME
<br />__1RF —1 f
<br />r
<br />EX CONC BLOCK
<br />BARRIER & GAS UTILI
<br />EX 48" STEEL PIPE REMOVED - 1
<br />CUT AND CAP EX 10'$ WATER �— DURING CONSTRUCTION ` 1
<br />22
<br />�_ A ABOVE GRADE, PIP
<br />Port o, f
<br />EVERETT
<br />P,0 BOX 538
<br />EVERETT, WA 98206
<br />(425) 259-3164
<br />WEST MARINE VIE DRIVE (SR 529)
<br />1601 5th Avenue, Suite 1300
<br />Seattle, Washington 98101
<br />(206) 382-0600 Fax (206) 382-0500
<br />PROJECT NO. 1600120
<br />07/05/2023
<br />NW
<br />RECORD DRAWING
<br />10/19/2021
<br />NW
<br />REVISED UTILITY PIPE FILL TO STOP
<br />AT WAREHOUSE GRAVEL PAD.
<br />0
<br />06/21/2021
<br />NW
<br />ISSUED FOR BID
<br />05/07/2021
<br />NW
<br />FOR CITY REVIEW
<br />NO.
<br />DATE
<br />BY
<br />REVISION
<br />S�G f BELOW GROUND L- - - - - - -
<br />I EX 6-FOOT HIGH CSBC PRELOAD.
<br />EX SSMH FILLED WITH CDF, INLET & f I - - FOLLOWING USE AS PRELOAD, THE CITY OF EVERETT
<br />OUTLET PIPES ARE FILLED WITH GROUT I CO TRACTOR SHALL DISTRIBUTE THE o NER
<br />TO WITHIN 5 PIPE DIAMETERS OF MH -
<br />PORT GARD
<br />I
<br />TO 5 FEET OF CSBC ACROSS THE
<br />SIT FOR USE AS PAVEMENT SUBGRADE.
<br />(J STORMWATER
<br />l
<br />EX DWO
<br />GRADE PIP
<br />E 4X 8" SSTL
<br />GROUT FILLED
<br />M
<br />NO. DATE BY
<br />6 EX CDF-
<br />FILLED CB j
<br />FACILITY
<br />U
<br />� ILl APPROX BOUNDARY OF EX
<br />EX SAND STEEL H-PILE FOUNDATIO S ) i
<br />(TOP ELEVATIONS VARY
<br />FROM 14' TO 11') v ❑
<br />I m
<br />/ l a a EX FILLED-& /^
<br />r' 30" PIPE PLUG �
<br />L AT END OF PIPE I J \JG-R-IED VAULT
<br />y
<br />l EX GVL
<br />I l
<br />EX CONC & STEEL FDN \ Z
<br />ELEMENT BELOW GROUND, TYP \ f
<br />���1111 80 0 80' 160'
<br />EX CONC WALL o , 40 120
<br />BELOW GROUND 21 0 0 0 0 0 0 0 0 0 ASPH SCALE: 1"=8O'
<br />ti
<br />EX 30" FIBERGLASS PIPE
<br />ABANDONED IN PLACE ><Lc
<br />�1
<br />w
<br />z
<br />---moo � �� 0 �I
<br />✓ ,2 WAR E a
<br />An G ARD
<br />S ACK
<br />REVISION
<br />-Rq•IfPROPERTY
<br />•.
<br />IF SHEET IS LESS THAN 22x34
<br />PROJECT ENGINEER:
<br />SCALE:
<br />RECORD CONDITIONS
<br />N. WATSON
<br />1 " = 80'
<br />ILLUSTRATED IN THESE
<br />PLANS REFLECT
<br />DESIGNED BY:
<br />J. BECKER
<br />DATE:
<br />05/07/2021
<br />INFORMATION
<br />PROVIDED BY THE
<br />DRAWN BY:
<br />CHECKED BY:
<br />K. EDWARDS, D. YU
<br />N. WATSON
<br />CONTRACTOR. RECORD
<br />CONDITIONS WERE NOT
<br />APPROVED BY:
<br />VERIFIED BY ENGINEER.
<br />PORT OF EVERETT
<br />NORTON TERMINAL DEVELOPMENT
<br />& MTCA 3RD INTERIM ACTION
<br />UTILITY PIPE FILL AND
<br />ABANDONMENT PLAN
<br />DWG. N0.
<br />D2.1
<br />CIP No.
<br />1-8-900-05
<br />PROJECT
<br />NO. MT—NT-2021-02.2
<br />SHEET NO. 18 OF 150
<br />Z
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