|
g Q qq q.c. q
<br /> y J 'A' 'A' 3" 'A' _ 'A' 3"_ 'A' 'A' 3"
<br /> STEEL TOP 3/4" STD 3" STD TOP
<br /> PEDESTAL, RAIL MOUNT HORIZONTAL 1 1/2"x1/2"t MIDDLE 5/16" OD SS CABLE RAIL PIPE, TYP.
<br /> TYP.\ PLATE, TYP. PIPE, TYP. 3 1/2"x1"t SUPPORT PLATE WITH AND TURNBUCKLE STEEL POST, TYP. 3/4" RADIUS AT ASSEMBLY, TYP. Q
<br /> ENDS, TYP. n 1"t TOP PLATE 6 1/2" 1/4"t BACKING
<br /> III TYP. 3/4"CHAMFER PLA
<br /> TE
<br /> TOP RAIL
<br /> ® / PIPE. TYP. SEAL WELD ALL
<br /> _ _- I I -_ T AROUND INTERIOR, ��-
<br /> 1 I TYP I
<br /> _ I I _ MACHINED DADO, I , - C ' THRU SLOT . . L — — J '
<br /> ❑ II I - 1/2" DDEEP TTYP. I 2 SPCS. AT 1/2" WIDE, TYP.
<br /> c , , , c t _ _ �= RECESSED LUMINAIRE I 6 1/4" 6 1/4" 3 1/2"= 7' 1/4"t BACKINGAla I
<br /> SINGLE POST \_DOUBLE POST 4 SUPPLY BOX FRAME WITH \ SEAL WELD ALL
<br /> ®' SS CABLE THRU DOOR FOR ELECTRICAL \ b
<br /> BASE PLATE, PLATE, TYP. BASE PLATE, TYP. OUTLETS. MODEL N0. 8292 i AROUND, TYP.
<br /> TYP.
<br /> ® � BY ACORN ENGINEERING � �
<br /> GUARDRAIL ELEVATION COMPANY OR APPROVED • I ED
<br /> SCALE: 3/4" = 1'-o" EQUAL. FACTUL PER
<br /> HSS18x18x0.375 I
<br /> MANUFACTURER'S I STEEL PEDESTAL
<br /> SPECIFICATIONS
<br /> STEEL STEEL POST, PARTIAL FACE MACHINED I I THRU CUT
<br /> PEDESTAL, TYP. TYP. DADO, TYP.
<br /> t HSS18x18x0.625
<br /> SINGLE POST a TOP RAIL DOUBLE POST SINGLE POST — ��
<br /> STEEL PEDESTAL ° o
<br /> .o BASE PLATE, TW. a PIPE, TYP. , _ /BASE PLATE, TYP. BASE PLATE, TYP.-\ MACHINED RECESS, L — — J
<br /> 3 o o 5/16" DEEP I I 4
<br /> 0 0 - o o ,o o o�
<br /> o —— _ _ --- _ ` I 3/8" 3 1/8"
<br /> — — 5/16 V TIP.o - TOP RAIL MOUNT FULL FACE MACHINED___./ 1 6
<br /> n PLATE, TYP. DADO, TYP. PEDESTAL OPTION A OPTION B
<br /> NOTE: GUARDRAIL PLAN BASE PLATE SEE OPTION A FOR
<br /> it SS CABLES, HORIZONTAL PIPES SCALE: 3/4" = 1'-0"
<br /> a AND MIDDLE SUPPORT PLATES INFORMATION NOT SHOWN
<br /> NOT SHOWN FOR CLARITY. STEEL PEDESTAL ELEVATION
<br /> o WELD NOTES:
<br /> I- 1. ALL JOINTS SHALL BE WELDED
<br /> CONTINUOUSLY, UNLESS OTHERWISE NOTED.
<br /> w 2. ALL BUTT JOINTS SHALL BE CJP, UNLESS
<br /> i OTHERWISE NOTED.
<br /> i? 3. ALL WELDS SHALL BE 3/16" FILLET, OR
<br /> p EQUIVALENT BEVEL, OR APPROVED EQUAL,
<br /> E 1'-5 1/4" 6" UNLESS OTHERWISE NOTED.
<br /> 0 3" f
<br /> 0 3" TYP.
<br /> z3" TYP.
<br /> d
<br /> a Illa
<br /> TYP.
<br /> e 5"0 ELECTRICAL ACCESS BACKING
<br /> m I
<br /> HOLE, CHAMFER EDGES PLATE GUARDRAIL SCHEDULE
<br /> c,
<br /> 1/8" TOP AND BOTTOM �� Q __ TYPE LOCATION DIMENSION 'A' NUMBER OF 'A' PANELS
<br /> THRU SLOT,
<br /> w � _= ,� 3 3 TYP. I SOUTH EDGE OF SEGMENT D WHARF 3'-5"t 6
<br /> 0 a 'n ' II WEST EDGE OF SEGMENT D WHARF 2'-11 1/2"± 6
<br /> 0n == STEEL POST, STEEL POST, III PACIFIC RIM PLAZA 4'-0"t 6
<br /> a1 1 SHOWN DASHED SHOWN DASHED
<br /> i 1"t PLATE o 1" 1" HSS STEEL IV SEGMENT A 3'-4 1/2"t 6
<br /> '� IYP. LONG SLOTTED 1"
<br /> SHORT SLOTTED PEDESTAL
<br /> V SEGMENT A 3'-3 1/4"t 6
<br /> Z °D HOLE FOR 3/4"0 HOLE FOR 3/4"0
<br /> N TW.LONG SLOTTED BOLT, TBOLT, TYP. VI SEGMENT A 3'-6 1/4"± 4
<br /> VII SEGMENT A 3'-9"t 6
<br /> HOLE FOR 3/4"0
<br /> 4 5 8" 1"t PLATE 1"t PLATE NOTE:
<br /> BOLT, TYP. TYP.
<br /> (1) CONTRACTOR SHALL FIELD VERIFY AS-BUILT CONDITIONS TO ENSURE PROPER FIT OF THE
<br /> S OVERALL GUARDRAIL LENGTHS SHOWN ON PLANS.
<br /> HSS STEEL PEDESTAL BASE PLATE DOUBLE POST BASE PLATE SINGLE POST BASE PLATE a SECTION (2) SEE 55.01 AND S5.02 FOR GUARDRAIL TYPE LOCATION.
<br /> o
<br /> SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 3" = 1'-O" la
<br /> EIF THIS DRAWING IS NOT ' ?�
<br /> 0 22"x34" SCALE ACCORDINGLY.
<br /> PROJECT ENGINEER: SCALE:
<br /> re I PORT OF EVERETT
<br /> ao PND INCORPORATED IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED S5.03
<br /> PROGRAMS,METHODS OR PROCEDURES OF OPERATION,OR THE 40.1,,,,,,,,,„a'.. , SEINER WHARF SEGMENT D
<br /> r CONSTRUCTION OF THE DESIGN SHOWN ON THESE OUT,
<br /> ,�"�n DESIGNED BY: DATE:
<br /> o \'�: Porto 1 1736 Fourth.Avenue S,SuiteA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, 4//', r''��, V. NGUYEN JUNE 13, 2016 PACIFIC RIM PLAZA PLATFORM CIP NO. 2-0-023-01
<br /> re SeaNe,Washington YR134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF / 2-0-Q44-01, 6-8-001-09
<br /> _• ® ` DRAWN BY: CHECKED BY:
<br /> i - P:206.624.1387 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY
<br /> -A• ENGINEERS,I NC. www.pnden A' R AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN .0 312 4o $ G. DEAN T. BELSICK PROJECT MR-CM-2016-06
<br /> see..""" GUARDRAIL SECTIONS
<br /> F.-,' �/ P.O.BOX 538 / W ANYMANNERTHAT WOULD CONSTITUTE ALSO
<br /> DETRIMENT USED �",94mAL SN' APPROVED BY. NO.
<br /> EVERETT,WA 98206 �O6/13 16 TB ISSUED FOR BID AND CONSTRUCTION
<br /> Y (425)259-3164 NO. DATE BY REVISION DIRECTLY OR INDIRECTLY TO PND. (03/40 AND DETAILS SHEET NO. 43 OF 71
<br />
|