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R=1/4' <br />(3) #4 Longitudinal <br />Rebar <br />Class "A" Concrete quantity = 0.0618 cu. yd./lin. ft. <br />CAST IN PLACE INTEGRAL CURB AND GUTTER <br />Scale: 1 �f=1'-0" <br />Variable Slope <br />(Match driveway slope) <br />2'-6 <br />7" 1'-11�" 3 4" <br />R=1 /4" <br />Slope: 1.20 <br />C . '." ,a ° <br />N as 4:4 <br />_ R—,1 " <br />4°p a. <br />..a <br />� e a <br />2'-7W <br />(3) #4 Longitudinal <br />Rebar Class "A" Concrete quantity = 0.0539 cu. yd./lin. ft. <br />NOTES: <br />1. Refer to HDOT Std. Plan D-05 for Steel <br />Reinforcing. <br />2. Refer to Std. Detail R-8 for Construction <br />Joint requirements. <br />CAST IN PLACE INTEGRAL <br />DRIVEWAY CURB AND GUTTER <br />Scale: 1 �T=1'-0" <br />COUNTY OF HAWAII INTEGRAL CURB AND GUTTER STANDARD <br />INTEGRAL DRNEWAY CURB AND GUTTER DETAILS <br />SCALE: AS NOTED SEPTEMBER 2017 <br />