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6' <br /> O WIDTH PER PLAN ° °° "z!- 1/2"R CEMENT DETAIL NOTESO © 6' CEMENT CONCRETE ] _1E <br /> OHMA CLASS 1/2'PG 64-22 SPECIFICATIONS 5-04. PER WSDOT STANDARD �„ <br /> PEDESTRIAN CURB,SEE CEMENT CONCRETE <br /> S ° , ° ,• DETAIL THIS SHEET SIDEWALK 10 O WSDOT STANDARD SPECID SURFACING FICATE IURSE(CSBC)ONS 9-03.9(3)PER lkleArchite:ts. ,Inc. <br /> BOB Sd Avenueude 300 <br /> 4. <br /> ° 3 CRUSHED SURFACING TOP COURSE CSTC PER Portland, R 97204 <br /> CEMENT CONCRETE CURB 114'PREMOLDEDWSDOOCRUSH STANDARD SPECIFICATIONS 9-03.9)3. main 50BZ6825 <br /> DETECTABLE WARNING SURFACEpEDESTRUW CURB(TVPJ JOINT FILLER O vmtak.com <br /> FLUSH PER WSDOT STD PLAN F45.10-03(L E%P08URE) 4O GRAVEL BORROW SUBGRADE PER WSDOT <br /> O4' SSTANDARD SPECIFICATIONS 9-03.14(1). <br /> 5 SUBGRADECOMPACTEDTO95%OF MAXIMUM O>,ASPHALT PAVEMENT RESTORATION ©CEMENT CONCRETE PAVEMENT RESTORATION ©CEMENT CONCRETE CURB RAMP 4 CEMENT CONCRETE PEDESTRIAN CURB O DENSITY PER ASTMD1557.SUBGRADE TOCONSIST : 4WS OR <br /> liar NOT TO SCALE ®' NOT TO SCALE C7.01 NOT TO SCALESTRUCOF DTUTRAL FILL STRURBED UCTURAL F MATERIALL MATERIAL TO <br /> C7.01 NOT TO SCALE <br /> CONSIST OF SUITABLE ON-SITE MATERIALS OR • ,4 <br /> IMPORTED MATERIALS AS SPECIFIED IN THE ,•ox': i+° <br /> •GEOTECHNICAL REPORT. +'•7gUy . •422 <br /> O SAWCUT EXISTING PAVEMENT.APPLY ASPHALT <br /> FILL JOINT WITH SEALANT.COLOR GREY.MATCH TACK COAT AT ALL JOINTS. <br /> / COLOR OF JOINTING MATERIAL TO ADJACENT <br /> 2' / CONCRETE REVIEW COLOR SELECTION WITH 77 CLASS 4000 CEMENT CONCRETE WITH AIR <br /> 7 4„ ENTRAINMENT(MIN.4.5%,MAX.6.5%). <br /> CONCRETE- LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. <br /> PAVING. <br /> PER PLAN Sr ,-SNAP CAP SAWCUT JOINT <br /> y ' / EXPANSION JOINT(TYP.) �� CONCRETE O TIE <br /> BAR(LONGITUDINAL JOINT)PER WSDOT STD <br /> /, 1/3 PAVING <br /> Of GENERAL NOTES <br /> 1. ALL DEPTHS SHOWN ARE MINIMUM COMPACTED <br /> DEPTHS. CONSULTANT <br /> CO <br /> '' <br /> CSBC -CSBC / <br /> l <br /> 5 CONCRETE SIDEWALK SECTION 7 CONCRETE CONTROL JOINT Z <br /> 6 CONCRETE EXPANSION JOINTW <br /> C7.01 NOT TO SCALE C7.01 NOT TO SCALE C7.01 NOT TO SCALE C <br /> C <br /> 3/8"STEEL ROD W <br /> 1.-0• SEE BOLLARD HANDLE SECTION <br /> (TYP) ) T <br /> _ 1.5'CLR(TYP.) -I I y 2" 3' 2' 1'DIA.HOLE FOR 5" 0 <br /> GALVANIZING ASSEMBLY 6'DIA II GAUGE METAL PIPE,FILLED WITH ^ <br /> #5 BARS X CONT.AT EQ SPACED F. f 3116'STEEL CAP PLATE 1 2500 PSI CONC.ROUND CONCRETE AT TOP 1..L <br /> • �t HSS 4x6x3116' ^ 4 r TO PREVENT COLLECTION OF WATER. <br /> (18.0.C.MAX.),EACH FACE(TYP.) T�� '—I (PAINT PIPE OSHA SAFETY YELLOW) <br /> PL 12' I—I <br /> TOP OF WALL.ELEV=438.33 [ 1 A ° <br /> I HSS 4X6X3/16(POWDER COATED Eni ..... I I <br /> Y SEE CONCRETE /- 1/4'DIAM.WEEPHOLE, D.O.T.SAFETY YELLOW) I�� Z <br /> SS BARS AT 18'O.C. c SIDEWALK SECTION 5 2'ABOVE FINISH GROUND - <br /> EACH FACE(TYP.) �\ O ABOVE / AT 24"O.C.SPACED(TYP.) .• a <br /> • LJ BOLLARD HANDLE SECTION Q <br /> _? / EXPOSCLASS IDSURF SURFACE FINISH ALL I J <br /> to <br /> EXPOSED SURFACES(TYP.) 5/8' <br /> M BOLLARD NOTES: <br /> i 1. ALL WELDS TO BE 3/16'FILLET ALL-AROUND. M Up <br /> g •I POST BASE PLATE54 vo 00 <br /> _IBLDG SIDE m�__1__/ FINISH GROUND 2. POWDER COAT D.O.T.SAFETY YELLOW AFTER Q <br /> . (TYP.) _ FABRICATION. • Z W <br /> BASE ASSEMBLY <br /> • \ T C Q <br /> FINISH GRADE 1.112• BOLE: G <br /> BOLLARD SPACING PER PLAN <br /> 1-15/16' 3-1/8' 1-15/16' y 0 <br /> GRAVEL FILL AROUND y �_ J <br /> ,_ - DRAIN PIPE MIN.1 SO FT 1-1/8' (2)p6 BARS :7, : o o _ Q <br /> 4t OR a 3'DIAM.DRAIN PIPE ��•����•� PL 12' "0 ° H W <br /> MR) <br /> J.—�� I ^ -o-_i_e-. 5l8'DIA HOLE /'W/ 0 <br /> 1 1 , (2)#5 REBAR� t"Pi N • �7 - • °° a+ o Q <br /> U <br /> z. Q <br /> � T - � ) -I ,2 ,_,µ ,_,2•BAR 2-0• 1 0 CONCRETE FILLED STEEL PIPE BOLLARD J o Q> <br /> •+ I.1/2' C7.01 NOT TO SCALE W> z <br /> #5 AT 18.O.C.WITH 90°HOOK PLAN VIEW 0 LJJ <br /> C.) AT BOTTOM,EACH FACE I 2" <br /> E M5x2'S•AT18'O.C.MAX [ 1'-0" 1 SECTION VIEW IX 1 <br /> =LL in <br /> Z SPACING TOP AND BOTTOM(TYP.) (4)#5 X SPACED AS SHOWN, <br /> EACH FACE(TYP.) SECTION VIEW W o LLJ <br /> GROUND BASE PLATE M r7 w d <br /> NORTH SIDE-SITE WALLS CI REMOVABLE BOLLARD <br /> .01 NOT TO SCALE C7.01 NOT TO SCALE TITLE <br /> --___________ _- 72,_D, <br /> U 18' 36" BETWEEN JOINTS(TYP.) <br /> M DATE DESCRIPTION <br /> - <br /> 38' 8232021 PERMIT <br /> 9 POST q POST �"I 18 18" • 1212022 BID ISSUE <br /> Q I <br /> U <br /> % .•:::$$ 'e:•::6 S. NOTES e'0'MAX <br /> o ;`i �j�j�j���o. TENSION BANDS <br /> yp•••••••pppp�•�• �;,�� (5 PER SIDE) T.CHAIN LINK FABRIC SHALL BE 2'MESH AND 11 GAUGE 1"MIN. <br /> yr.,. }o 1 1 —1— <br /> m m �*:::: ppi•'ia0• • • .... - 2.ALL PIPE AND WIRE SHALL BE HOT DIP GALVANIZED. SCH.40 1 1/2'DIAM.ttttt <br /> CEMENT CONCRETE EXTRUDED CURB <br /> •ppp••❖• •::O•i <br /> er '0•.O.O•• <br /> :❖:•:❖:•.:❖:❖:•••• 9 GALVANIZED STEEL <br /> o •pp❖p••pp•••••pp••❖ m 3.TENSION BANDS WITH NUTS AND BOLTS(NOT PRESS <br /> J.000•i4.00JOiii••P •❖ CLIPS) R3'(TYP.) HANDRAIL;CORE DRILLED 4 <br /> " •�•ii ji44 � O 4.WIRE TIES EVERY 12INCHES 3'INTO EXISTING " 1 10" 83 BARS(,YP_) REVISIONS <br /> ��:• •• CONCRETE PAVEMENT al 21/2" 1 5' 2 12' 1 <br /> n O•i00•••••i•'J,' ......... ��- ,� N T MS,BS,AL,EH MDC <br /> 1 Jy • ••• DRAWN BY CHECK BY <br /> t "� - ) <br /> Y 12'-0' I I• _i - -. �� BID ISSUE <br /> PANELS p p 0Q STATUS <br /> a II mi [ w 1212022 <br /> m 1-4 3,-0" L FOR RAIL CONNECTION AND POST MOUNTING DETAILS, to DATE <br /> SEE CITY OF EVERETT STARDARD PLAN 333 NOTE 3288W <br /> PLAN VIEW SIDE VIEW _i NOTES: ,•R I 1.,1, PROJECT NUMBER <br /> PA1. CONCRETE STAIRWAYS SHALL HAVE HANDRAIL ON JOINTS MAY BE FORMED DURING INSTALLATION USING <br /> BOTH SIDES. io A RIGID DIVIDER OR SAWCUT AFTER CONCRETE CURES <br /> I <br /> 21 STABILIZERS/STANDS 2. SEE CITY OF EVERETT STANDARD DETAIL 336 AND 337 ASBAR TO MINIMUM STRENGTH. C7 a O <br /> N <br /> FOR CONCRETE STAIRWAY CONSTRUCTION DETAILS. U <br /> An TEMPORARY CHAINLINK FENCE (SECURITY FENCE) ®SECTION-PEDESTRIAN HANDRAIL AT NORTH ENTRANCE STAIRWAY 13 CEMENT CONCRETE EXTRUDED CURB ©20210TAK.INC. <br /> NOT TO SCALE I1 ass drawing is no124"x 36.,rc has been <br /> 1 ®' NOT TO SCALE NOT TO SCALE C7.01 reavicedreniaryed.Scale accom�nyry <br /> a <br />