|
0 3
<br /> S4.03 O STEEL LDGER, O I
<br /> DBL EDGE CONT. EDGE OF
<br /> ``� Nil
<br /> ♦��♦ 6 3/4"x19 1/2" GLULAM_ BULKHEAD CAP
<br /> NG
<br /> ♦ " 3T-6"t
<br /> ♦ • 4 \\(EXISTING BULKHEAD I �
<br /> •
<br /> GLB 6 3/4"x19 1/2" ♦ WITH CONCRETE CAP FIELD VERIFY VAnk
<br /> GLULAM BLOCKINNGG, ,, ♦♦♦♦ EXPANSION ` IMP
<br /> -
<br /> ♦♦♦ JOINT, TYP. I TRANSITION
<br /> CONCRETE GUARDRAIL PLATE
<br /> Nr# \
<br /> ♦��� FILL, TYP. TIMBER DECK EXISTING
<br /> B ♦ . GLULAM I/CAP
<br /> CONCRETE
<br /> ♦ ♦ ♦ -,. / STRINGER, TYP.
<br /> 54.02 ` \ \ '\
<br /> •:. :,„ 1'-6" ,.., XV VVXYXV AU( VXXVVXV
<br /> 90 O•• ♦ ♦\ OgLPyc� 7
<br /> X82 ♦ 90' ,r:,: p'P's — — —
<br /> 3.-0" DBL HP 3 0". 4
<br /> ♦♦ ,CP-6 PILE CAP CLR
<br /> 4$1,
<br /> O ♦♦♦♦ ® PERSTEES HIEDULEPE E
<br /> e ♦ GLB 6 3/4"x19 1/2" EXISTING SHEET
<br /> 1: ark
<br /> GLULAM STRINGER PILE BULKHEAD
<br /> 3 ////� •♦ ®24" O.C. TYP. APPROX. EXISTING
<br /> O ��,� % �! GROUNDLINE
<br /> 0
<br /> N ,,•/,, ♦� GLB 3 1/8"x19 1/2"
<br /> o GLULAM RIM BOARD, TYP.
<br /> N ����Oi,��� ♦♦♦` //\\�
<br /> ce Z F . I� \\�\
<br /> 0 O �a ,�� BELOW PIS PILE /�j /\/ -�o �t per/K ,"• 421'‘.
<br /> ``'N \//\/\\//�\\/\\/
<br /> z
<br /> o
<br /> En
<br /> �I ,, DBL HP168 •/
<br /> PILE CAP,xBTYP. // � // //\/ (A 1
<br /> Op © \I� //\/// '
<br /> o ' TIMBER DECK \\// \//��//j�//j�//%\/\\ cam.
<br /> lavf
<br /> oLL ,,,,,�I� SEEGUAR 5802, TYP.AIL C
<br /> ,, SECTION
<br /> �� STEEL ® SCALE: 1/4" = 1'-0"
<br /> PEDESTAL, TYP.
<br /> CC
<br /> 41
<br /> o EDGE OF ���
<br /> PLATFORM * ..i..-.':
<br /> I PLAN EDGE OF •
<br /> N CONCRETE 4" 'CP-.5
<br /> 00 SCALE: 3/16" = 1'-0" ,.-�
<br /> TYP.
<br /> '
<br /> l
<br /> w IF THIS DRAWING IS NOT
<br /> 0 22"x34" SCALE ACCORDINGLY.
<br /> F. PROJECT ENGINEER: SDS: PORT OF E V E R E T T DWG. NO.
<br /> PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED S4.01
<br /> a Port Of PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE \ � ,
<br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. •°� )✓"'� DESIGNED BY: DATE: SEINER WHARF SEGMENT D &
<br /> 0 I I 1736 Fourth Avenue S.,Suite WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, f ,I ` V. NGUYEN JUNE 13, 2016 OP N0. 2-0-023-01
<br /> a �iiS Seattle,Washington THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ,O�/ �.� PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09
<br /> sf ♦ © © © a DRAWN BY: CHECKED BY:
<br /> P:206.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY �
<br /> ,� • EVERETT );NGINLGRS,INC. wxw.Pndengineers.com AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN '00, 05.79312♦c, Z� G. DEAN T. BELSICK PROJECT MR-CM-2016-06
<br /> 5 �i P.O. BOX 538 / APPROVAL ANYMANNER THADT WOULD CONSTITUTE A NOT DETRIMENT
<br /> ONBE USED `p�S7pNAL�'ant�G` APPROVED BY: PACIFIC RIM PLAZA PLATFORM NO.
<br /> Cs1EVERETT, WA 98206 �O6/13 i6 TB ISSUED FOR BID AND CONSTRUCTION
<br /> Y (425)259-3164 No. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. (0//3/jb PLAN AND SECTION SHEET NO. 37 OF 71
<br />
|