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#4 REBAR T&B (4) TOTAL, <br />CONTINUOUS BARS <br />#4 STIRRUP <br />® 18" O.C. 3 <br />W/2'—O" MIN. LAP SPLICES,—\ <br />CLR. <br />STAGGER SPLICES, TYP. <br />PROVIDE A THICKENED <br />° 4 ° X <br />EDGE WHERE SIDEWALK = <br />SECTION ABUTS THE <br />RIGHT—OF—WAY OR AS <br />INDICATED ON THE PLANS <br />° <br />MIN. <br />1'-0" <br />TYPICAL <br />CONCRETE HARDSCAPE SECTION <br />SCALE: 1/8"=1'—O" <br />WWF JOINT 3/8"THK JOINT <br />SEALANT FILLER, FULL DEPTH <br />° ° <br />Q X — —°X ° X <br />° _ d <br />a <br />2" CLR. <br />TYP. <br />TYPICAL CONCRETE <br />HARDSCAPE CONSTRUCTION JOINT <br />40 W2.9x2.9 WWF <br />SCALE: 1/8"=l'-0" <br />NOTE: <br />PROVIDE FULL DEPTH EXPANSION JOINT MINIMUM EVERY 30—FT AND <br />CONTRACTION JOINT (3/8"THK x 1 1/2"d) MINIMUM EVERY 15—FT PER CITY <br />OF EVERETT STANDARD DETAIL 306 <br />3/8" TOOLED JOINT. ALL JOINTS <br />WWF, CONTINUOUS D/4 TO BE FINISHED TO PROVIDE THE CLEAN LINE <br />THRU JOINT APPEARANCE OF SAWCUT JOINTS, <br />FILL WITH JOINT SEALANT PER WSDOT <br />STANDARD SPECIFICATIONS 5-05.3(8)B <br />° a <br />a <br />o X XR Xa °X <br />a <br />a° d <br />TYPICAL CONCRETE <br />HARDSCAPE CONTRACTION JOINT <br />SCALE: 1/8"—l'—O" <br />I <br />2" THK CSTC <br />NOTE: <br />PLACE CONCRETE SIDEWALK CONTROL <br />JOINTS AND SCORE LINES PER <br />LANDSCAPE DRAWINGS <br />PROVIDE A THICKENED EDGE <br />WHERE ASPHALT SECTION <br />ABUTS NEW OR EXISTING <br />CONCRETE, ASPHALT, OR = <br />GRAVEL SURFACE OR AS O0 <br />INDICATED ON THE PLANS. <br />SEAL JOINT BETWEEN NEW <br />AND EXISTING ASPHALT <br />TYPICAL HMA <br />STREET SECTION <br />SCALE: 1/8"=1'—O" <br />3" THK HMA CLASS <br />1/2" PG58H-22 <br />4" THK CSTC <br />4" THK CSBC <br />SUITABLE <br />BASE <br />Port o, f <br />EVERETT <br />P.O. BOX 538 <br />EVERETT, WA 98206IN <br />(425) 259-3164 <br />© ® �TM 1736Fo iAvm,,S. Suit A <br />Seattle, WuhiVon 98134 <br />P:206.624.1387 <br />ENGINEERS, INC. -pads gineare. <br />QO <br />]/27/21 <br />JBK <br />100i ISSUED FOR BID <br />PND ENGINEERS, IS NOT RESPONSIBLE FOR SAFETY <br />S OR PROCEDURES OF OPERATION, OR THE <br />PROGRAMS, METHODS <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />P ROYV L FROR THAD. WDRAWINGS D CONSTITUTE ETESAO NOT TOENTE USED <br />APPROVAL <br />DIRECTLY OR INDIRECTLY TO BIND. <br />BRUC F <br />��eF WF9N <br />c is <br />R` <br />9Fe32789 �o �"' <br />Fss/ONALP�` <br />PROJECT ENGINEER: <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />C1=02 <br />DESIGNED BY -DATE <br />C. WIEST <br />JULY 2021 <br />WPC FISHERMAN'S HARBOR <br />COMMERCIAL DEVELOPMENT <br />PARCEL A8 <br />SITE DETAILS <br />CIP NO. 5-0-012-01, 6-8-009-01 <br />DRAWN av <br />G. DEAN <br />CHECKED ev <br />C. CASTONA <br />PROJECT <br />NO. PD—WP-2021-04 <br />APPROVED aY: <br />No. <br />DATE <br />01 <br />REVISION <br />FSHEET NO. 14 0F 93 <br />