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MAXIMUM HT. <br />❑ ❑ <br />OF S-6' <br />LOCATE 2' <br />PIPES O CL <br />RAILING MEMBERS <br />BTWN 1/4' TO 1/2' <br />OF PILE CAP <br />PER ARCH. <br />1/4'x6' LAG SCREW <br />4x4 POST O 5'-0' <br />CAP CONFIRM W/ <br />ARCH. <br />- <br />16' <br />FOR CONNECTION OF POST <br />'4---- <br />(TYP)O.C. <br />MAX. (PER ARCH) <br />3/8'x8'xl2' IQ EA <br />k BEAM SEE DETAILS 1A <br />Ar <br />SIDE <br />VIEW A. -A <br />& 1B <br />4x6 HF DECKING <br />— <br />1-1/2' <br />• <br />• <br />2-1/2- MI W —� <br />AT EACH <br />iv N • <br />\ <br />(TYP) <br />1-1/2- <br />• <br />• <br />RAILING THRU • <br />j ' <br />{TYP) • . • <br />BOLT O EA ° <br />END <br />I O • <br />• • <br />6x10 /2 OF P.T. BEAM <br />JA <br />3/8'x5-1/2'x12' <br />IQ- <br />a <br />Bx6 P.T. POST (/1 HEM <br />1/8' <br />3/80x3'x8-1/2' <br />o FIR) <br />t = 16' <br />1/2.0 THRU BOLT <br />R (TYP) <br />< A <br />q <br />IN ALL LOCATIONS <br />FOR PLATE & POST <br />6x6 POST PER <br />DETAIL 08' <br />—SIMPSPBS66A <br />CB566POST W/ 1HAS <br />POST BASE IS GALVANIZED. <br />160x16'x16' CONC. PILE <br />CAP O 12'-0" O.C. <br />';,'• <br />1 A <br />MAXIMUMio <br />3• <br />EA WAY <br />' <br />200 XTRA STRONG GALVANIZED <br />PIPE EMBEDDED INTO PILE CAP. <br />' • : '. ' <br />" L <br />NOTE: BATTER PILES AS SHOWN. <br />BAITER PER SOILS ENGR'S <br />INSTALL TYPICAL PIPE SLEEVE <br />) PRESSURE FIT TO TOP OF 2' <br />NOTE: FOR <br />POST BASE PILE CAP <br />6 16 98 ( <br />/ / MEMO TYP). 5 <br />PIPE. YIELD SLEEVE TO 3/8- <br />PLATE W/ 3/16- FILLET WELD <br />CONNECTION SEE DETAIL <br />1 <br />AROUND CIRCUMFERENCE OF <br />2' ON FOLLOWING SHEET. <br />1B <br />PIPE (SEE DETAIL 4) <br />TYPICAL <br />BEAM / POST <br />CONNECTION 2 <br />TYPICAL POST PILE �2 <br />/ CAP <br />9 <br />WILD <br />REED <br />PHORCT NO. : 97C8E <br />DffiGNLD HY : BDtH <br />g <br />WILD REED <br />PHOJECf NO. : 97222 <br />DPI'® er ° BW <br />DH�wN HY ; YGG - <br />96 <br />DB/.VN HY : YGG <br />Anderson — <br />-aieso $mod Ave. South. <br />Peyton st„=ta%a xWinesrnlp coneuuelnta <br />emte SEl reaen.t Way, WA aeaoa (zsa) 94Uant <br />! Anderson -- Peyton <br />j 31E80 Md Ave. Booth, 8atte a81 <br />stnofinut 87gtnan-bV connatmte <br />ledmul T4M WA W= (253) "I-YYEY <br />2 <br />2x6 RAIL CAP <br />0 <br />3 <br />CONCRETE BL <br />SCREEN WALL <br />T WALK <br />T S BOLTED <br />\ \ �1-- Ix 1 SIDING <br />SIDING TO MATCH BL <br />n <br />2x6 TRIM <br />c <br />m <br />a. <br />=o <br />5/8" DIA. STEEL b" DIA. STEEL PIPE <br />LIFT PINS FILL W/ CONCRETE— <br />ti <br />a <br />NOTE: GATE CLEARS <br />m <br />POST WHEN OPEN — <br />m <br />n <br />SCALE: 1"=1'-0" <br />u <br />2x6 RAIL <br />6x6 RAIL POST <br />- 4x Drc<INCi <br />MAX ON CENTER <br />0 <br />SCALE: 1/4" = V-0" <br />SCALE: 1/4"= I' -0" <br />6" DIA. STEEL PIPE <br />FILL W/ CONCRETE <br />5/8" DIA. STEEL <br />HINGE PINS <br />TUBE STEEL GATEI <br />FRAME-- I <br />�3NL V. MVLVIIVt3 r-ir-E <br />AT OPEN 4 CLOSED <br />POSITION, EA. GATELi <br />CONG2ETE SLAB 4 <br />FOOTINSS SEE SECTION <br />NOTE: <br />SEE DETAIL 10/AI.04 FIR FINISH APPLIED TO FACE <br />OF TUBE STEEL FRAME. <br />II <br />II \\ <br />I I \ <br />I I \ <br />I I \ <br />l <br />9 <br />6" FIBER REINF. SLAB <br />11' — 0" <br />SLOPE 1/4" PER FOOT <br />TO OPEN ENDS <br />$ ° d ° < <br />d ° ° ed <br />Q ° <br />04 HORIZ v 12" O.G. <br />0. <br />SIDEWALK OR ° <br />GRADEri - <br />04 VERT g 18" O.C. <br />ALT HOOKS <br />Z o d (2) 04 CONT. <br />%M/WN- V I I V I (� \ 11«• <br />SCALE: <br />1"=I'-0" 1'•�/1�T'RSH�-0P <br />8" SPLIT -FACE BLOCK <br />C.M.U. WALL W/ PRECAST <br />CONCRETE COPING — <br />4" CONC. SLAB W/ <br />BROOM FINISH <br />6 YARD DUMPSTER - N.I.G. - <br />12"W X 6"D GONG. <br />FTG. WITH 2 - 04 6 <br />BARS CONT. (18" <br />MIN. BELOW GRADE) 4 4 <br />SCALE: 1"=1'-m' C4 <br />CHAIN LINK <br />0 <br />i <br />---- <br />AI.03 <br />COMPOSITION SHINGLES <br />CONTINUOUS METAL <br />GUTTER 4 DOWNSPOUTS <br />4 TRIM T <br />BUILDING <br />TYPICAL BANK OF FRONT <br />LOADING MAILBOXES <br />("I UNITS X 7 UNITS) <br />EDGE OF CONC. WALK <br />FLUOR LIGHT <br />FIXTURES, TYP. <br />EDGE OF ROOF <br />EDGE OF KIOSK <br />FOOTING <br />SCALE: 1/4"= V -0" <br />RAIL BEYOND <br />4x DECKING <br />BEAM PER DETAIL <br />2" CLB ASPHALT <br />4" CRUSHED SURFACING <br />SOP COURSE <br />GRADE <br />8"STEM WALL <br />W/ 1-04 CONT. <br />BOLLARD <br />29° EXISTING GRADE <br />PRE -CAST CONC. CAP <br />L 04 HORIZ. BARS <br />C r 4T. IN BOND BEAM <br />04 BARS HORIZ. 4 <br />VERT. 9 36" O.C. <br />GROUT FULL ALL <br />CELLS WITH REBAR. — <br />8" SPLIT -FACE C.M.U.- <br />6" FIBER REINF. SLAB <br />WITH 12" THICK EDGE 4 <br />2 - 04 BARS CONT. AT <br />EDGE <br />ASPHALT DRIVE <br />:OLORED SPLITFACE <br />:MU COLOR TO BE <br />iELECTED BY ARCHITECT <br />I <br />8"xlb" FOOTING e <br />W/ 2-04 CONT. 4 ° °'' e e a . a. -° <br />° <br />PERFORATED FOOTING <br />DRAIN AS REQUIRED BY <br />SOILS REPORT. 2" CLB ASPHALT <br />4" CRUSHED SURFACING <br />SCALE-I.0 \ a� <br />TOP COURSE <br />12 <br />(0 <br />i <br />101017tn <br />fi� 0 <br />NO SCALE <br />1 TRSH-ml <br />0 <br />d ° <br />9 d ° <br />_ ° d <br />0 <br />° <br />F— <br />_ z <br />P4 ::> <br />SLOPE 1/4" PER FOOT H <br />TO OPEN END <br />d <br />° FBI <br />c) 0• <br />w W <br />SCALE: I"=1'-m" w <br />[� Q <br />COMPOSITION SHINGLES <br />ON BUILDING PAPER <br />'/2" PLYWOOD SHTH'G- <br />2X BLOCKING <br />CONTINUOUS GUTTER <br />4 DOWNSPOUTS <br />c <br />Y <br />a <br />N <br />2X FASCIA <br />a <br />N 10 <br />X <br />4XIO BEAM WITH <br />c <br />t LL <br />SIMPSON EPC 44 <br />a <br />u; <br />Z U) <br />CONNECTOR TO WALL <br />0 a O <br />2X4 STUDS o 16" O.G. <br />' <br />- 3 O <br />-I BUILDING PAPER <br />m <br />av my <br />IDING- <br />r <br />y o ,o <br />In <br />(7 <br />'ICAL BANK OF <br />Q <br />M <br />a N O <br />7NT LOADING <br />IILBOY.ES - SEE <br /><t�lP�DkN <br />bm <br />/ <br />PSON PATS STRAPS <br />END STUDS <br />Ave SE <br />sue. /At, <br />mX48"EXP. m <br />,mLTS g 24"O.G. 1 uJ <br />JUL - 7 1998 , <br />I CITY OF EVERETT <br />AI.m2 Planning Dept. <br />6" FIBER REINF. SLAB <br />WITH 12" THICK EDGE 4 <br />EDGE BARS CONT. A� <br />R13 <br />J <br />17 'G98 <br />SCALE:1/2"=l'-0" CITY ;;F EVERETT <br />Flannjng Dept. <br />( 2�UICAE �P NW S <br />wR-mi16 <br />I <br />US RAIL CAP <br />W/ SLOPED TOP <br />2X6 5727 REGISTERED <br />RCHITECT <br />DAVID D. MAUL <br />STATE OF VASHINGTON <br />2xb <br />Project •: MR9108 <br />6x6 POST s 6-0" MAX Drawn by: MDS <br />w/ 2ALY. FASTENERS PER Date: 03-13-98 <br />STRUCURAL. Revised: <br />3x DECKING TGR REVSIONS <br />06-04-98 <br />BRIDGE DETAILS <br />01-06-98 <br />BEAM PER STRUCTURAL <br />bxb POST TO PILE CAP <br />Alm03 <br />/ q \ Sheet No. <br />SCALE: <br />MCI <br />