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SAW CUT JOINT 5' MIN SAW CUT JOINT <br /> (SEE NOTE 1) NEW SIDEWALK CURB & GUTTER (SEE NOTE 1) <br /> A A <br /> I I I I <br /> EXISTING CONC <br /> SIDEWALK B I I I I B <br /> I I I I I <br /> PLAN 3" PVC PIPE <br /> (SCH 40) —EXISTING <br /> EXISTING CONC w CONC CURB <br /> n SIDEWALK 3" PVC PIPE p z <br /> a (SCH 40) c) WWF 6x6 <br /> ' CLR W1.5/W1.5 2' MIN <br /> oFROM JOINT Z <br /> N <br /> M <br /> '� II 6" II <br /> m <br /> 0 3/8" x 1 1/4" <br /> DUMMY JOINT <br /> VARIES 6" 12" I 6" VARIES <br /> 3 <br /> 5' MIN <br /> m <br /> t- <br /> SIDEWALK SECTION A-A <br /> LL <br /> CJl <br /> o EXISTING REINFORCING BAR <br /> kD CONC CURB 2–#3 ® 2" C/C <br /> 0 1" MIN COVER <br /> J_ <br /> Q _ <br /> H <br /> Wcl <br /> clf <br /> (D <br /> N <br /> z <br /> W <br /> 3" PVC PIPE i4 xQ FLOW LINE OF GUTTER <br /> v (SCH 40) <br /> E <br /> 0- <br /> 0 <br /> CURB SECTION 13-1313-130 <br /> NOTES: <br /> Q 1 SIDEWALK AND CURBING MUST BE SAW–CUT AT A DUMMY JOINT OR FULL EXPANSION JOINT. <br /> 2 FULL DEPTH OF CURB AND GUTTER MUST BE REMOVED AND REPLACED. <br /> 0 <br /> u 3 ALL NEW CURB, GUTTER AND SIDEWALK SHALL BE CLASS 3000 CEMENT CONCRETE. <br /> v <br /> 0 <br /> UCITY OF EVERETT RESIDENTIAL SIDEWALK DRAIN 4/18/1996 <br /> PUBLIC WORKS <br /> VEREtTr r �► P�RTMIVIT 319 <br /> UL SSU Uw <br />