Laserfiche WebLink
� , I <br />I <br />h� I <br />i <br />Ni <br />i 2'-6'4 <br />� I <br />Outline of standard 6" ; 1'-2-V 1 <br />6" high curb <br />4" <br />I <br /><p 1 I tcc <br />LO % I <br />. d ° Slope: 1:20 <br />a <br />a <br />9 �/ � a � - •d yd �• <br />• • <br />(3) #4 Longitudinal <br />7" Rebar <br />2'-7 � <br />Class "'A" Concrete quantity = 0.0633 cu. yd/lin. ft. <br />NOTES: <br />1. Rolled curb shall not be permitted: <br />a. Where road gradients are greater than 10 percent. <br />b. On other than minor streets in residential zones. <br />c. At major intersections, bridges and approaches. <br />2. For transition lengths to standard vertical curb, see Std. <br />Detail R-6. <br />3. Steel Reinforcing and Construction Joint requirements <br />similar to Std. Detail R-4. <br />CAST IN PLACE ROLLED CURB <br />Scale: <br />COUNTY OF HAWAII I CAST IN PLACE ROLLED CURB STANDARD R-5 <br />DETAILS <br />SCALE: AS NOTED SEPTEMBER 2017 <br />