Transcription of BACK OF CURB FLOWLINE - Perimeter Bicycling
1 back OF curb . 7" 6". FLOWLINE . 17". 1". 10' (TYP.) 10'. WEAKENED. PLANE JOINTS. SEE STANDARD DRAWING. NUMBER 234. 1/2" EXPANSION JOINT AT. PLAN ALL COLD JOINTS, AT. BEGINNING AND END OF. RETURN AND AT 300'. NOTES: MAX. INTERVALS FOR. EXTRUDED curb AND. 1. 1" BATTER ON GUTTER FACE OPTIONAL. 30' MAX. INTERVALS. 2. WHERE LONGITUDINAL SLOPE IS LESS THAN FOR FORMED curb . , THE FLOW LINE SHALL BE WATER FOR JOINT DETAIL. TESTED. SEE STANDARD DRAWING. NUMBER 234. 6" 1". 1/4" CONCRETE. 1/2" R. 4-1/2". 1" R 1-1/2". 1". 12". 1/2" R. 4-1/2" 6". SEE. NOTE 1. 25". 1-1/2". TYPICAL SECTION. AGENCY APPROVED B C H L M N.
2 SPECIFICATION REFERENCE UNIFORM STANDARD DRAWINGS. CLARK COUNTY AREA. 501 CONCRETE. 502 CONCRETE STRUCTURES. "L" TYPE. 707 JOINT MATERIAL. curb AND GUTTER. DATE 12-14-00 DWG. NO. 216.