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CEMENT CONCRETE SIDEWALK <br />SIDEWALK SECTION <br />i __ 62 9.5'---9H <br />A CROSS SECTION. <br />TS1 SCALE: NONE <br />N OTES <br />EQUALS WIDTH OF DRIVEWAY AS NOTED ON DWG. NO. SW1. <br />3/8" WIDE FULL DEPTH EXPANSION JOINT. <br />SEE COE STD. NO. 317 FOR MORE DETAILS. <br />HMA REPAIR <br />qjllo�v <br />N <br />M-IFI-TelFoT.o,T-,TiEM—M <br />CAP <br />NOTES <br />CLEAN —OUT PIPE AND FITTINGS SHALL BE PVC <br />PER WSDOT STD SPECIFICATION SECTION 9-05.12(1). <br />STRAIGHT TEES ARE NOT AN ACCEPTABLE <br />REPLACEMENT FOR THE E. <br />8 PVC CLEANOUT <br />SCALE: NONE <br />SECTION <br />CEMENT CONC. SIDEWALK, <br />'ITY OF EVERETT STD. <br />NO. 312 AND 313, 2' X <br />DRING PATTERN. <br />11.25 IN HMA CL. j INCH, PG <br />58H-22, OR 0.08" THICKER <br />TMI,N PiEVIOUSLY EXISTED. <br />,I li <br />Fie I, <br />Knowwharsbelow. <br />C1111 before you dig, <br />LLj <br />U) <br />D <br />2 <br />U) <br />z <br />Uj <br />w <br />C) <br />'0 <br />c <br />0 <br />0 <br />U) <br />0 < <br />LLJ <br />0 <br />4- <br />z(2 <br />:E <br />< <br />4- <br />LIJ <br />z <br />CD <br />< <br />Uj <br />0 <br />0 <br />DraWng: <br />TS1 <br />Job Number: <br />