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rJ 4 6 I. FINISH GRADE Q <br /> 2. PLANTING SOIL 1. CONCRETE PAVEMENT PER WSDOT 5-05 <br /> 3. EXTENT OF EXCAVATION \ "' w 2. 6"CRUSHED SURFACING TOP COURSE PERWSDOT <br /> 1/2" <br /> y— 4. CEMENT CONCRETE SIDEWALK PERd a a'. <br /> _ .! _p- 9596 C <br /> 3)COMPACTED <br /> WSDOT 8-14 z d 3. 9596 COMPACTED ENGINEERED FILL <br /> y - ) 5. 95%COMPACTED SUBGRADE OR 6" d 4. 6 X 6 WWM,PER WSDOT STD SPEC <br /> CRUSHED SURFACING TOP COURSE PER 5. 6"THICK CONCRETE PAVEMENT <br /> WSDOT 9-03.9(3)COMPACTED 9S% <br /> -1:1 MAX 2 6. #4 REBAR HORIZ.CONT. <br /> NOTES: <br /> A. INSTALL THICKENED EDGE ON ALL EDGES <br /> OF PAVEMENT. <br /> WSC30T STD FICAISPEC=STANDARD j/j <br /> SPECIFICATIONS FOR ROAD,BRIDGE& <br /> MUNICIPAL CONSTRUCTION,MOST <br /> RECENT EDITION,WASHINGTON STATE <br /> DEPT.OF TRANSPORTATION. <br /> CONCRETE PAVEMENT WITH THICKENED EDGE �.,� CONCRETE PAVEMENT <br /> L SCALE: 11/2"=V-0" <br /> D 4 3/8- ) I. M"FELT EXPANSION FIBER BOARD CONTINUOUS FROM ONE - <br /> / JOINT SPACING NOTES: <br /> ' PAVEMENT EDGE A. CONTRACTION JOINTS TO BE PLACED TO PRODUCE PANELS <br /> 2. JOINTSEALANT PER WSDOT STD SPEC 9-04.2,COLOR GRAY THAT AREAS SQUARE AS POSSIBLE AND NEVER EXCEEDINGA <br /> a 3. BACKER ROD BELOW CAULKING LENGTH TO WIDTH RATIO OF 1-1/2 TO 1(SEE FIGURE 1 <br /> 4. Y,"x 18"COATED DOWEL,36'O.C.,PER WSDOTSTO SPEC BELOW).JOINTS TO BE SPACED AT DISTANCES EQUAL TO 24 <br /> 5-05.3(10) TO 30 TIMES THE SLAB THICKNES5 AND AS INDICATED IN <br /> " 5. SEALED TOOLED JOINT PER WSDOT STD SPEC 5-05.(8)C PLANS.JOINT SPACING THAT IS GREATER THAN 15 FT. <br /> J 6. 95%COMPACTED SUBGRADE OR 6"MIN.CRUSHED REQUIRES THE USE OF LOAD TRANSFER DEVICES SUCH AS <br /> $URFACINGTOP COURSE PER WSDOT 9-03.9(3)COMPACTED DOWELS OR DIAMOND PLANTS. <br /> 6 6 95% B. IF CONTRACTION JOINTS ARE TOOLED THEY MAY BE TOOLED <br /> 7. CONTRACTOR'S OPTION TO TOOL OR SAWCUT CONTRACTION INTO THE CONCRETE SURFACE AT TH E TI ME OF PLACEMENT. <br /> JOINTS,BUT ONLY ONE OR THE OTHER OPTION SHALL BE JOINTS MAY BE TOOLED INTO THE SURFACE(FIRST PASS) <br /> A.CONTRACTION JOINT B.ISOLATION JOINT USED FOR ALL CONTRACTION JOINTS. PRIOR TO THE ONSET OF BLEEDING OR IMMEDIATELY WITH <br /> NOTES: THE FIRST PASS OF THE FLOATING OPERATION.THE LONGER <br /> L� A. ALL HANDTOOLED101NTS TO HAVE BROOM FINISH.NO THE FI RST PASS FOR JOINTING IS DELAYED THE MORE <br /> D• r2" )" DIFFICULT IT WILL BE TO SHAPE CLEAN STRAIGHT UNE JOINTS <br /> 4 SMOOTH TROW LED PERIMETERS PERMITTED. TOOLED JOINTS TO BE RE-ESTABLISHED WITH EACH <br /> S. WSDOT STD SPEC=STANDARD SPECIFICATIONS FOR ROAD, SUCCESSIVE PASS OF FINISHING OPERATIONS. <br /> BRIDGE&MUNICIPAL CONSTRUCTION,MOST RECENT <br /> EDITION,WASHINGTON STATE DEPT.OF TRANSPORTATION. <br /> 8" 6 <br /> 24' 24 FIGURE I:JOINT SPACING IN FEET <br /> C.CONSTRUCTION JOINT MAXIMUM-SIZE MAXIMUM-SIZE <br /> y� SLAB THICKNESS,IN. AGGREGATE LESS THAN AGGREGATE 3/4-IN.AND <br /> 3/4-IN. LARGER <br /> 4 8 10 <br /> 5 10 13 <br /> 3 6 12 15 <br /> a . 7 14 18 <br /> CL_ 8 16 20 <br /> D'.ENOF 9 18 23 <br /> l Of CAULKED 10INT(NTS) 10 20 25 <br /> APPROVED <br /> N PUBLI WORKS DEPARTMENT <br /> BY <br /> DATE �r�ate-Zoile <br /> 3 CITY OF EVERETT REVIEWED FOR PERMIT <br /> -i <br /> IF SHEET IS LESS THAN 22x34 <br /> a REDUCE SCALES ACCORDINGLY <br /> i <br /> 3111JES ENGINEER SCALE: PORT OF EVERETT <br /> CASCADE an�n� E. CHMIDT AS NOTED L4.03 <br /> Port of DESIGN ���/ <br /> DESIGNED BY DATE: <br /> EVERETT E. SCHMIDT FEB. 19, 2016 WATERFRONT PLACE CENTRAL NO <br /> _ COLLABORATIVE <br /> DRAWN BY: CHECKED B": INTERIM PUBLIC ACCESS 6-8-001-02 <br /> O <br /> LANDSCAPE ARCHRECRIRE4URBAN DEIGN �� . , R. FINNEY L CORRY 'Ra=_.r <br /> o EVERETT, 98206 <br /> P.O. X 5 53 38 PA-BL-2016-02 <br /> 1402 31O Ave„SORB 415,Seattle,WA 98101 / \ 2/19/16 ISSUED 70R 31D & CONSTRUCTION Rc .•.,:w__ ,r JETTY LANDING IMPROVEMENTS �o <br /> a <br /> / (425)259-3164 (206)628-91331 cascededeslgncdlab.com RI r <br /> N0. DATE BY RN0, DATE BY �.E��SI:,Y -crz.rurc ro.x» _-_ \"'. ,D OF �r-' <br /> r <br />