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WATER6 1/2"CE 4 1/4"
<br /> I TOP RAILWATER TOP RAIL
<br /> 3/8"0 x 1 1/2"
<br /> 1. SELF-TAPPING
<br /> SCREW, TYP.
<br /> TOP OF , 1 et,
<br /> •
<br /> TOP RAIL 0I o , 1 1/8"
<br /> MIDDLE
<br /> I' O SUPPORT PLATE
<br /> 5 1/2"0 x 1"t TOP RAIL STEEL
<br /> MOUNT PLATE POST
<br /> T
<br /> I
<br /> PARTIAL FACE N SS CABLE,
<br /> MACHINED DADO, TYP. TYP.
<br /> ii
<br /> ,. II HSS STEEL Uo HORIZONTAL
<br /> -III PEDESTAL PIPE, TYP,
<br /> I 3/4"0 BOLT, TYP. 3/4"0 BOLT, TW.
<br /> I w
<br /> PEDESTAL 0 POST BASE
<br /> BASE PLATE 0-
<br /> 0 PLATE
<br /> 1/2"t BENT PLATE O BENT PLATE
<br /> TIMBER DECK 5/16/ TIMBER DECK
<br /> •
<br /> rw L -----� L, L vv
<br /> NOTE: —
<br /> 00 (-4, = —_1 -----4 FOR PEDESTALS ATTACHED TO — 11 cE----4
<br /> = _____N_
<br /> EXISTING CONCRETE, ATTACH iI cE_---
<br /> WITH 3/4"0 EPDXY ADHESIVE �—
<br /> 3' 3/4"0 ECON. ANCHOR, EMBED 6' MIN. ECON.
<br /> TYP HEAD BOLT, TYP. HEAD BOLT, TYP.
<br /> U
<br /> a 1/2"t STIFF.
<br /> 1 1/2" STIFFENER
<br /> o 1W CLIP CORNERS
<br /> CR
<br /> GLULAM GLULAM
<br /> o PER PLAN, TYP. PER PLAN, TYP.
<br /> ,1-
<br /> 0
<br /> 7 C C
<br /> a 55.03
<br /> c, A SECTION B SECTION
<br /> 0
<br /> I- 55.01 SCALE: 1 1/2" = 1'-0" S5.03 SCALE: 1 1/2" = 1'-0"
<br /> z
<br /> Lu
<br /> w
<br /> STEEL PEDESTAL ELECTRICAL SINGLE POST STEEL POST, TYP.
<br /> N ACCESS HOLE BASE PLATE
<br /> z
<br /> o STEEL PEDESTAL
<br /> 0F
<br /> BASE PLATE
<br /> ,i
<br /> iIA I At �ili t
<br /> z TIMBER DECKING
<br /> o �11�111 1R II �II� i
<br /> � �i .
<br /> o BENT PLATE, TYP. 1� ib�� � 1-- -. — �)/ �� �'.� ..
<br /> < STIFFENER, Tr. _. �I'II•!■•� •••M�`It
<br /> m �lRAI
<br /> ill
<br /> 0 irm ii ,!, �tl`_ DOUBLE POST
<br /> o •
<br /> BASE PLATE
<br /> 0 II� 3/4"0 BOLT, TYP.
<br /> _; IIIII �
<br /> CA a
<br /> CO
<br /> 3/4"0 ECON.
<br /> re I�r�� ��, HEAD BOLT, TW'
<br /> i 1W. TSP. TYP.
<br /> a
<br /> LL,
<br /> z
<br /> w
<br /> CH
<br /> 3
<br /> STEEL PEDESTAL SINGLE POST DOUBLE POST
<br /> 0 \
<br /> SECTION
<br /> F, , , ,
<br /> Lc,„
<br /> L IF THIS DRAWING IS NOT ® SCALE: 1 1/2" = 1'-0"
<br /> 0 rF
<br /> 22"x34" SCALE ACCORDINGLY. __
<br /> I- PROJECT ENGINEER: ' SCALE:
<br /> o ' PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY ,IN" .4,44,, T. BELSICK NOTED PORT O F EVERETT
<br /> DWG. NO. S5.04"O
<br /> Porto PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE y DESIGNED BY DATE SEINER WHARF SEGMENT D &
<br /> I
<br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. ,✓'�n
<br /> ao 1 EvERETT 1'3G Fourth Avenue S.,Suite:1 WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, I',` �'��` V. NGUYEN JUNE 13, 2016 CIP NO. 2-0-023-01
<br /> a :,/iL © © © Scattic,Washington98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF ',�/ P-; PACIFIC RIM PLAZA PLATFORM 2-0-044-01, 6-8-001-09
<br /> • C DRAWN BY: CHECKED BY:
<br /> P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY
<br /> O% ���• ENGINNI RS,INC. uvw.PnAcnlineemcom AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN , 0• 312 4. G. DEAN T. BELSICK PROJECT MR-CM-2016-06
<br /> 5 ', P.O. BOX 538 /(X06/13/16 IR ROYVMANNER THADT DRAWINGS WOULD CONATRE ITUALSO DNOTTR TOBEUSED eSS�ONAL�'1,` APPROVED BY: GUARDRAIL SECTIONS N0.
<br /> EVERETT, WA 96206 TB ISSUED FOR BID AND CONSTRUCTIONA
<br /> 2 (425) 259-3164 No. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. (03/W(9 AND DETAILS SHEET NO. 44 OF 71
<br />
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