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A B I C D E I F H K <br /> 1 1/2'DIAMETER STAINLESS -1 1/2•DIArETER 5TAINLE55 ----11/2'DIAMETER STAWLE55 ' • <br /> STEEL TOP RAIL V2' Ir STEEL HAND RAIL / STEEL TOP RAILS VERTICAL <br /> DIAMETER TAL5 STEEL / POSTS SET W CONCRETE <br /> HORIZONTALS SPACED55ST NO / <br /> MORE THAN 4•APART(CLEAR). <br /> IN CONCRETELURB/WALL. I / CURB/WAIL <br /> VERTICAL URB/ SET / I I/2'DIAMETER STAINLESS <br /> \ STEEL HAND RAL <br /> (NOTE:THIS CONFIGURATION ONLY <br /> REQUIRED ON THIS RUN OF GUARDRAIL <br /> REMAINDER OF LOCATIONS COMPR15ED / <br /> OF HANDRAL AND TOP RAIL) }--�-- Helix <br /> r _____j es1 ri rou <br /> [ _ <br /> 3 <br /> TYR <br /> CONCRETE WALL AND CURB <br /> / 11--•f[ <br /> CHAMFER EDGES <br /> ID ETA I L AMERICAN INSBIUIT OF ARC:H11ECIS <br /> 1/4'•1," <br /> I <br /> 5134 REGISTERED <br /> ARC <br /> 3 <br /> B CE McKEAN <br /> TATE OF WASHINGTON <br /> HELIX DESIGN GROUP,INC <br /> 34r-pr <br /> 8'CMU BLOCK WALL <br /> (CMU-0........___.._.._\ NIA 4 <br /> CMN LAP / A <br /> //--STEEL STOP <br /> 11 it H 11 11 11 11 11iIl <br /> m m _ _ r�-WT1 DIA.STEEL CANE BOLT r_ <br /> k WITH l STEEL TUBE WELDED TO --' � PADLOCK 14 � <br /> TUBE FRAME I _ �J <br /> i <br /> 2.2 STEEL STOP 5 REI'IOVE OUTSIDE FACE OF II <br /> 8'CMU -GROUT SOLID <br /> WELDED TO TUBE FRAME >�STEEL TUBE THIS AREA - DOWEL TO MATCH REINFORCEMENT ..._7-4-._ 6'-0' ..__._.__��:��.................___S'd�._._..._ <br /> _ �__......_ _. __ _ _._......._..._..._.... <br /> I I <br /> 3/4'DIA.STEEL <br /> WELDE 5 <br /> D TO STEEL .� _ '� �-OUTLINE OF DUMPSTER <br /> TUBE FRAME i I (SHOWN DASHED) <br /> METAL SIDING NOT 7C I o <br /> SHOWN FOR CLARITY <br /> - IOC <br /> 6'CONCRETE SLAB ON GRADE <br /> �______-___J___ _ �--------------------�__ 6x6 TS GATE POST <br /> 1.1 STEEL TUBE WELDED TO { IV' I- A8p0- A800 <br /> TUBE FRAME I 4X2 TUBE STEEL FRAME / <br /> CLEARANCE UNDER GATE It_ �°' ❑ ioe <br /> CONCRETE SLAB I <br /> GRADE I _ 6'CONCRETE SLAB ON / <br /> GRADE-REINFORCEMENT <br /> ON \ <br /> �� I"DIA.STEEL I PER STRUCTURAL----- �_ 15, b'- 5-T 6j METAL FRAME GATES 6 <br /> PPE <br /> .. IN-SET PIPE HOLD OPENS yJ •-/ \ - -----uY <br /> FOR CANE BOLTS <br /> THICKENED SLAB EDGE ALL INCLUDE AT GATE 100 <br /> SIDES-REINFORCEMENT 1512MG DEGREE OPEN POSITION) / WF <br /> PER STRUCTURAL A800 <br /> DETAIL SECTION - TYPICAL TRASH ENCLOSURE PLAN <br /> I v2•-r-o' �(/� � 7/2••Ir-o• / I/4••r-o• 7 SITE DETAILS <br /> BOLLARD COVER - r <br /> WITH DOr'ED TOP \ <br /> CITY OF "I.. <br /> FILL BOLLARD WITH-� - / I\I••, Ste.l'r L �-.-' )� �-- ,� <br /> CONCRETE/GROUT ------ GREENWOOD <br /> / <br /> GREENWOOD <br /> 6 r--LOCKABLE SLIDE BOLT LATCH 8 HEATING EVERETT <br /> 'q <br /> PIPE GALVANIZED STEEL ,/;• ! <br /> BOLLARD(PAINT) <br /> Z. <br /> SLOPE PAVED SURFACE 4X2 TUBE STEEL FRAME CMU CAP r EVERETT.WASHINGTON <br /> PA <br /> OR FR45H GRADE �� STEEL FLAT BAR FULL HEIGHT B°CMWALL <br /> REVISION DATE <br /> T.O.F„� METAL SIDING TO MATCH MELDING ENVELOPE I PERM REV III 02.21.23 <br /> 6.6 TS GATE POST <br /> CAST STEEL PIPE BOLLARD - i '^ METAL SONG ..----- — ____.__-.____.__. ._. ..� -------- 4X2 i5 GATE FRAME <br /> IN CONCRETE FOOTING �� _ <br /> (TYPICAL) STAINLESS STEEL MNGE5•--/ �- <br /> r <br /> i' 6x6 TUBE STEEL P05T CLOSE TOP L-_-J beb TS GATE POST <br /> I --t J DATE JOB NO. <br /> I I.. m WITH WELD,BOLTED TO CMU WALL-••l TA 7A ` <br /> MIN. CMU_� AB00 i CONCRETE FOOTING 1I Ol 22 PERMIT SET a2.149 <br /> FIXED BOLLARD <br /> (EXTERIOR) <br /> DETAIL DETAIL FRONT ELEVATION 10 A800 <br /> 1/2'•r-o' 1(��,(/f�( I v1'•r-o' J 114 •r_pr <br /> WHITE <br /> DRAWING NO. <br /> A B I C I CHEUX DEMGN GROUP,INC.:ugne, <br /> D I E I F I G I H I J I K <br /> Ne pP.l o!MI AYmn.^.f mcy Oo machcM n my <br /> hTnrtM mVrnwxs wTnJ rsvmiurrnw�m <br />