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0 0 0 0 0 1, CONCRETE PAVEMENT PER WSDOT 5-05 <br /> 2. 4"CRUSHED SURFACING TOP COURSE PER WSDOT <br /> • 9-03.9(3)COMPACTED 95% <br /> a' 5 <br /> 3. 95%COMPACTED SUBGRADE <br /> ..4. D3 EPDXY REBAR,24"O.C.,PER WSDOT STD SPEC. <br /> r S. SEE 2/14.02 FOR PAVING JOINTS <br /> --4 o-z- 4 6. 6"THICK CONCRETE FOR MAINTENANCE VEHICLE <br /> ACCESS AREAS,101"THICK CONCRETE FOR FIRE <br /> °'Q '^ ACCESS. <br /> O <br /> CONCRETE PAVEMENT <br /> SCALE 1 1/2"=1'-0" <br /> D/4 3/8" Q <br /> 0 y 1. iS'FELT EXPANSION FIBER BOARD CONTINUOUS FROM ONE JOINT-SPACING NOTES: <br /> 1"1\ PAVEMENT EDGE A. CONTRACTION JOINTS TO BE PLACED TO PRODUCE PANELS <br /> 2. JOINT SEALANT PER WSDOT 36" .SPEC 9-04.2,COLOR GRAY THAT ARE AS SQUARE AS POSSIBLE AND NEVER EXCEEDING A <br /> iri 3. BACKER ROD BELOW CAULKING LENGTH TO WIDTH RATIO OF 1-1/2 TO 1(SEE FIGURE 1 <br /> 4. K"x 18"COATED DOWEL,36"O.C.,PER WSDOT STD SPEC BELOW).JOINTS TO BE SPACED AT DISTANCES EQUAL TO 24 <br /> o \ 5-05.300) <br /> TO 30 TIMES THE SLAB THICKNESS AND AS INDICATED IN <br /> 5. SEALED EALEDTOOLED101NT PER WSDOT STD SPEC 5-05.(8)C PLANS.JOINT SPACING THAT IS GREATER THAN 15 FT. <br /> 6. 95%COMPACTED SUBGRADE OR 6"MIN.CRUSHED REQUIRES THE USE OF LOAD TRANSFER DEVICES SUCH AS <br /> ...-7,--i.". Ph_tij'yY�y7,' SURFACING TOP COURSE PER WSDOT 9-03.9(3)COMPACTED DOWELS OR DIAMOND PLANTS. <br /> ��•..'•�f� , D D =��•�,4•�� B. IF CONTRACTION JOINTS ARE TOOLED THEY MAY BE TOOLED <br /> oft, 1 ,,...._-��. ... C5% <br /> 7. CONTRACTOR'SBUTOOPTION RTHO TOOLTHER CONTRACTION INTO THE CONCRETE SURFACE AT THE TIME OF PLACEMENT. <br /> A.CONTRACTION JOINT B.ISOLATION JOINT JOINTS,RUT ONLY ONE OR THE OTHER OPTION SHALL BE ITMOF (FIRST S) <br /> USED FOR ALL CONTRACTION JOINTS. PRIOR JONS TO AY THEBE ONSETTOLED OF BLEEDINGINTOTHE OR <br /> SURIMMEDIATELY PASWITH <br /> NOTES: THE FIRST PASS OF THE FLOATING OPERATION.THE LONGER <br /> N. ALL HAND TOOLED JOINTS TO HAVE BROOM FINISH.NO THE FIRST PASS FOR JOINTING IS DELAYED THE MORE <br /> rift <br /> O 1" SMOOTH TROWLED PERIMETERS PERMITTED. DIFFICULT IT WILL BE TO SHAPE CLEAN STRAIGHT LINE JOINTS. <br /> t B. WSDOT STD SPEC=STANDARD SPECIFICATIONS FOR ROAD, TOOLEDCCJOINTSVEP SO BE FINISRE-ESHING <br /> OPERATIONS.PERA WITH EACH <br /> BRIDGE&MUNICIPAL CONSTRUCTION,MOST RECENT SUCCESSIVE PASS OF FINISHING <br /> ftW1EDITION,WASHINGTON STATE DEPT.OF TRANSPORTATION. <br /> �..-�44 <br /> 1" <br /> 1:,, s 8" 0 <br /> 24" 24" FIGURE1:JOINT SPACING IN FEET <br /> C.CONSTRUCTION JOINT , MAXIMUM-SIZE MAXIMUM-SIZE <br /> SLAB THICKNESS,IN. AGGREGATE LESS THAN AGGREGATE 3/4-IN.AND <br /> Y" <br /> )' "j 3/4-IN. LARGER <br /> 4 8 10 <br /> © z ie 5 10 <br /> cn 111111111 a13 <br /> © <br /> - <br /> yI 6 12 15 <br /> W - O !% ° Q'I' 7 14 18 <br /> B 16 20 <br /> 9 18 23 <br /> \Q° .( • _/ D•.ENLARGEMENT <br /> 01 777 OF CAULKED JOINT(NTS) 10 20 25 <br /> O <br /> 0(0 <br /> PAVING JOINTS APPROVED <br /> SCALE: 1"=1'-0" <br /> PUBLI WORKS DEP;RTMENT <br /> BY 4' I t .tiu.i 0- <br /> E <br /> N ,7 DATE r/3—Z0/6 <br /> el <br /> j GtTY OF EVERETT REVIEWED FOR PERMIT IF SHEET IS LESS THAN 22x34 <br /> a REDUCE SCALES ACCORDINGLY <br /> i <br /> CP <br /> 3 ' PROJECT. SHMDTENGINEERSCALE: PORT OF EVERETT DWG. NO. <br /> CASCADE 6,7/AZ, E. SCHMIDT AS NOTED L4.03 <br /> \;: POrt O DESIGN a� DESIGNEDEBY: T FEB. 19, 2016 WATERFRONT PLACE CENTRAL CIF <br /> _ COLLABORATIVE 6-8-001-03 <br /> DRAWN BY: CHECKED BY: INTERIM PUBLIC ACCESS <br /> o �`� STT OF R. FINNEY L. CORRY PROJECT <br /> _ ".; P.O. BOX 538 `""°�"�"'ARCHITECTURE '' '""'""°" SOUTH MARINA PLAZA <br /> .��, NC. PA-SM 2016-03 <br /> o EVERETT, WA 98206 1402 3'1)Ave„SUIe 415.Seattle,WA 98101 ,L 2/1 9/1 6 ISSUED FOR BID & CONSTRUCTION SW ^S� APPROVED BY: <br /> a <br /> _JwAY <br /> (425)259-3164 RO6)628-91331 cascededesipneollebcom = 50x0'01 DETAILS SHE <br /> NO. DATE BY REVISION NO. DATE BY REVISION CEMCA�x0.DOD Ir SHEET NO. 1 1 OF 13 <br /> U <br />