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KING COUNTY DETAILS/TYPICALS verizon <br /> PROJECT: <br /> 1801AUKR.21 ROW RED 2269 <br /> 3/8" EXPANSION JOINT CITY OF REDMOND <br /> 3/8" EXPANSION 18572 NE 65TH ST, <br /> CURB RAMP JOINT NOTE: REDMOND,WA <br /> OR DRIVEWAY CURB SHALL NOT BE <br /> CLOSER TO TRAFFIC <br /> THAN FACE OF RAIL <br /> \ 10" �� 0 W <br /> Z � <br /> 1" 'V" GROOVE 5" Q a <br /> 2 <br /> DUMMY JOINT SECTION A �" �� B„ v j xP1 Q <br /> _ 5 W (D <br /> 3/8" EXPANSION JOINT == R=1}tz"' O Z I— Z p F <br /> -- VARIES tO TYP. �/'� <br /> ♦?=1 41 0 r// Uj o <br /> 1" "V" GROOVE DUMMY JOINT /\\�\\ \\\\� U 2 ,// J Z o <br /> Z <br /> Q W 7 <br /> 3/8" EXPANSION JOINT Ln 'i z <br /> A EXTRUDED ASPHALT OR CEMENT 3 5 EXTRUDED CONCRETE ® V d 7 <br /> a <br /> CONCRETE CURB CURB UNDER GUARDRAIL <br /> ROLLED CURB & SIDEWALK FORESITE <br /> 3/8" EXPANSION CURB � 3/8" EXPANSION 3/8" EXPANSION <br /> 3/8" EXPANSION JOINT 1" "V" GROOVE JOINT JOINT 6Y2„ JOINT —1,llte G, p.I.,, wI X-H,M <br /> 3DDD o E Cesar C--St. 11 334.887 6D64 <br /> s T%]91D3 <br /> .DUMMY JOINT 10 2 CEMENT CONCRETE 5Y2" SCEMENT IDEWALKONCRETE SAu�te q 4DD f 1 334 887 6D24 <br /> 3%" TO j0 SIDEWALK <br /> 4" w, _0cmFT./FT. TO 6" <br /> 0.02 FT./FT. <br /> CURB RAMP 0.022E .CET. <br /> OR DRIVEWAYji SECTION B _,\ I d 0.05 FT. to <br /> CO <br /> T .. � Ya A. <br /> : . <br /> PLANTING STRIP 1" 'V" GROOVE d `r <br /> DUMMY JOINT f <br /> ;d a. ° :z <br /> •d <br /> 1" "V" GROOVE <br /> DUMMY JOINT 1 1'-6" <br /> 2 OPTIONAL FOR OPTIONAL FOR <br /> 3/8" EXPANSION JOINT INTEGRAL POUR INTEGRAL POUR <br /> ENGINEER: AB <br /> 1" "V" GROOVE DUMMY JOINT CEMENT CONCRETE <br /> DRAWN BY: RA <br /> 3/8" EXPANSION JOINT CEMENT CONCRETE ROLLED CURB VERTICAL CURB & GUTTER REVISIONS <br /> DESCRIPTION INITI/ <br /> B <br /> NOTES: <br /> 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. <br /> VERTICAL CURB & SIDEWALK 2. ROLL AND VERTICAL GUTTER TO MATCH POSITIVE SUPERELEVATION. <br /> NOTE: LEGEND O SEE FIG. NO. 2-005 FOR CONFIGURATION OF FILL AND WALKWAY BEHIND CURB IF REQUIRED. <br /> 1. SEE SEC. 3.04 FOR JOINT REQUIREMENTS. 3/8" EXPANSION JOINT O THIS IS A CURB LOCATION DETAIL, NOT A GUARDRAIL DETAIL. <br /> ALONG CURB AT MAX. 10' O.C. 5O SEE SEC. 3.03 FOR EXTRUDED CURB ANCHORAGE. EX EST AS MAY BE OTHERWISE PRCVIDED El CONTRACT <br /> THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> 1" 'V" GROOVE DUMMY JOINT PROPERTY OF MCI TRACT C CATIDNs SER D'DES,INC EDT <br /> BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br /> AT MAX. 5' O.C. THREPROUTSPECIFI SPECIFIC PED OR RMIsSIoNR AN PDRP <br /> SCALE <br /> Department of Transportation CURB AND SIDEWALK JOINTS FIG. 3-001 Department of Transportation CURB DETAILS FIG. 3-002 <br /> Road Services Division Road Services Division HORIZONTAL: N/A <br /> 2016 Design and L9 2016 Design and <br /> King County Construction Standards King County Construction Standards 3-13 VERTICAL: N/A <br /> SHEET: E-02 <br />