Transcription of UNIFORM STANDARD DRAWINGS CLARK …
1 EXPANSION JOINT30'5'(TYP.)5'PLAN 5' " SECTION1/2" (MAX.)1/4"1/2"1/2" RWEAKENED PLANE JOINT (TOOL CUT)1"3/8" TO 1/2"1/4" RBCHMNLAGENCY APPROVEDR302501502 AGGREGATE BASECONCRETECONCRETE STRUCTURESSPECIFICATION REFERENCEUNIFORM STANDARD DRAWINGSCLARK county AREA707 JOINT MATERIALSIDEWALKDATE 01-09-20 DWG. NO. ALL CURB RETURNS A 1/2" EXPANSION JOINT SHALL BE CONSTRUCTED BETWEEN THE BACK OF CURB AND THE SIDEWALKFOR THE ENTIRE LENGTH OF THE TYPE II AGGREGATE BASE THICKNESS IS SHOWN ON THE TYPICAL SECTION DRAWINGS 202 - WEAKENED PLANE JOINT REQUIRED AT MIDPOINT OF SIDEWALK 10' OR INSTALLED WITHIN THE ROW, SIDEWALK GRADE IS PERMITTED TO EQUAL THE GENERAL GRADE ESTABLISHED FOR THEADJACENT STREET OR WITH LEADING EDGES MORE THAN FT. AND NOT MORE THAN FT. ABOVE FINISH SURFACE SHALL PROTRUDE 4IN. MAXIMUM HORIZONTALLY INTO PEDESTRIAN CIRCULATION PATH.
2 THE MINIMUM HEIGHT, MEASURED VERTICALLY FROM THEBOTTOM OF THE SIGN TO THE TOP OF SIDEWALK, OF SIGNS INSTALLED ABOVE SIDEWALKS, SHALL BE 7 ACCESS ROUTE SHALL HAVE A CROSS SLOPE OF NO GREATER THAN 2%, REGARDLESS OF II AGGREGATE BASEAT 90% COMPACTIONSEE NOTE 24" CONCRETE1/2" EXPANSION JOINT AT 30' INTERVALS,AT COLD JOINTS AND AT BEGINNING ANDEND OF JOINTS TO MATCH LOCATIONMATCH LOCATION OF CURB AND GUTTEREXPANSION " MIN. TYPE I OR TYPE IIAGGREGATE BASEPREMOLD EXPANSIONJOINT FILLER1/2" R1/2" RPREMOLD EXPANSIONJOINT FILLER
