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3/8" FULL DEPTH EXPANSION 3/8" FULL DEPTH EXPANSION V—GROVE CONTROL <br /> JOINT 30' MIN INTERVAL MATCH JOINT 30' MIN INTERVAL JOINT 1/4" DEEP 5' <br /> CURB FULL DEPTH JOINTS INTERVALS BETWEEN FULL <br /> AND HALF DEPTH EXPAN <br /> JOINTS (TYP) <br /> V—GROVE CONTROL <br /> JOINT 1/4" DEEP 6" <br /> FROM FACE OF CURB 3/8" HALF DEPTH <br /> EXPANSION JOINT <br /> �F 15' INTERVALS <br /> BETWEEN FULL <br /> DEPTH <br /> �0�� <br /> S' <br /> �s <br /> 6 <br /> 3/8" HALF DEPTH <br /> EXPANSION JOINT <br /> 15' INTERVALS CEMENT CONCRETE CURB <br /> BETWEEN FULL DEPTH STD DWG 305C TYPE E-1 <br /> V—GROVE CONTROL MONOLITHIC CURB <br /> JOINT 1/4- DEEP 5' & SIDEWALK <br /> INTERVALS BETWEEN FULL <br /> AND HALF DEPTH EXPANSION <br /> JOINTS (TYP) <br /> PLAN VIEWS <br /> MONOLITHIC THICKEND EDGE <br /> CURB AND SIDEWALK <br /> " PER PLANS <br /> 1"R 1"R <br /> 6" 1 6 5' MIN <br /> A <br /> R CONC. 2� HMA OR CONC. 12% <br /> AVEMENT PAVEMENT <br /> al 3-�.-•-•-Yrs -_ <br /> 1 �co <br /> 4� <br /> TYPE E-1 2" CRUSHED SURFACING <br /> ��►--2" CURB — I 8" I� TOS95%OMAXEDENSITYCTED <br /> MONOLITHIC CURB & SIDEWALK TYPE E-1 CURB, PLANTER <br /> TYPICAL SECTION STRIP & SIDEWALK <br /> TYPICAL SECTION <br /> ITY OF EVERETT CEMENT CONCRETE„ CURB 7?-2013 <br /> l�c: <br /> ,, PUBLIC WORKS �c SIDEWALK OE I AILS 306 <br /> ��iVERETT DEPARTMENT SHEET 2 OF 2 <br /> OE Std Dw : <br />