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ADJUST WIDTH AS REO'D
<br /> TO ACCOUNT FOR POST-FILLING CONCRETE
<br /> DEFLECTION OF THE BULKHEAD BULKHEAD SIDEWALK
<br /> STEEL SHEET PILE CONCRETE CAP
<br /> GRAVEL BORROW FILL,
<br /> COMPACT PER SPECIFICATIONS
<br /> TOP OF CONCRETE
<br /> EL. VARIES ' . ' .....:.,.,.:..,-",.._ BULKHEAD
<br /> SEE CIVIL _ PIPE PILE
<br /> ,i.,::ISVif
<br /> OHW p *:?;'::i.::;:!':: ,,-;.,'', ;... ..-:':.'ii":w;:':-'!,.:!..:' (.
<br /> EL. +12.8 = tti t
<br /> :. ..
<br /> MHHW p
<br /> EL. +11.11 =
<br /> 0 ''.'-;":.i.';: :::.: ;::,::::!,1; ::'„ lir:_::;,,,..,j:,:•:';:':::::::1:;_•:.•':,.
<br /> :.,.. •::::: :1,:::•: ,::,:,:::::.,-..:•740
<br /> ';:i'-'.,:.'-'
<br /> >_':.' "O 5/161,
<br /> :.;.:s Q- 5/16 TYP.
<br /> EXISTING ':''::•/.` /`tom ,----
<br /> APPROXIMATE
<br /> ""
<br /> APPROXIMATE _=
<br /> MUDLINE EL +2.0' • �- 1110____P
<br /> o MLLW V 0 EL. 0.0 = T ',-1 - 2 1/2"m ABS DEWATERING FILTRATION
<br /> �r 7
<br /> 0 - » SHEET PILE
<br /> � �� SYSTEM BY JET FILTER. INSTALL PER �` CONNECTOR, TYP.
<br /> et = MANUFACTURER'S RECOMMENDATIONS.
<br /> 1 y I (2) LOCATIONS, SEE PLAN
<br /> g
<br /> N
<br /> Po
<br /> z ® SECTION
<br /> La
<br /> I BULKHEAD STEEL SCALE: 1 1/2" = 1'-0"
<br /> m SHEET PILE
<br /> EL -35.0'
<br /> Z MIN. SHEET PILE TIP
<br /> 0
<br /> F
<br /> C
<br /> 7
<br /> E \_BULKHEAD
<br /> z
<br /> PIPE PILE
<br /> V
<br /> Q
<br /> O
<br /> m
<br /> Cr EL -50.0'
<br /> w MIN. PIPE PILE TIP
<br /> 0
<br /> w
<br /> S
<br /> In
<br /> In
<br /> -
<br /> re
<br /> i K SECTION
<br /> S3.07 SCALE: 1/4" = 1'-0"
<br /> EF.,
<br /> z
<br /> FArn
<br /> 0.V
<br /> o
<br /> ni
<br /> o
<br /> o
<br /> F I
<br /> qw 5l
<br /> W IF THIS DRAWING IS NOT
<br /> I
<br /> 0 22x34" SCALE ACCORDINGLY.
<br /> I—
<br /> PROJECT ENGINEER: SCALE: P O R T O F E V E R E T T DW .
<br /> 0a PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY IAN T. BELSICK NOTED "O8
<br /> PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE ���' BF, SEINER WHARF SEGMENT
<br /> I M■� 6•' DESIGNED BY: DATE:
<br /> Oi D nsa Fourth nve�„��s.,Sinai.1 CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. A✓"�
<br /> WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, If *''��, V. NGUYEN JUNE 13, 2016 CIP NO. 2-0-023-01
<br /> �• © I © © Seaide,Washington 28134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF 'Ji/ 0*4 PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09
<br /> ��• N DRAWN BY: CHECKED BY:
<br /> 11.1 P:206.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY
<br /> 0 N�• ENGINEERS,INC. www.pndengineers.mm AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN Dep 4,(rr312,,,`.Z�' G. DEAN T. BELSICK PROJECT MR-CM-2016-06
<br /> 5 �7 P.O. BOX 538 06/13 16 TB ISSUED FOR BID AND CONSTRUCTION APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED C.f. Fps' APPROVED BY: S EG M E NT D
<br /> EVERETT,WA 98206 / IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT ONAL
<br /> (425) 259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. (p//S//b BULKHEAD EAST CORNER SECTIONS SHEET NO. 35 OF 71
<br />
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