Laserfiche WebLink
8618 CONCRETE <br /> CURB AND GUTTER <br /> FE 30' + ++ 30' FE <br /> 13.5' 16.5' 16.5' L 13.5' <br /> l i <br /> DESIGN CLGRADE <br /> VARIES 0.025JFT <br /> 1 <br /> 4" DRAIN TILE (TrP) �i' ' " <br /> 12" <br /> —1 1/2" -LV3 WEARING COURSE MIXTURE, LWVE35030B (2014) <br /> 2" - LV3 NON - WEARING COURSE MIXTURE, LVNW35030B <br /> 8" CLASS 5 AGGREGATE BASE <br /> - 20" SELECT GRANULAR BORROW <br /> GEOTEXTILE FABRIC, TYPE V <br /> TYPICAL SECTION <br /> TYPE I ROAD IMPROVEMENTS <br /> CENTER STREET, SUMUC COURT, IVY COURT <br /> r — EXISTING CURB TO <br /> REMAIN WITH SPOT REPAIRS <br /> 30' % 30' <br /> 1 4_ \. id' 1d' 14' <br /> DESIGN 0 GRADE <br /> VARICs o.ax5° wr <br /> it DRAIN nu (Ty?) �' I 1 . <br /> TRENCHED IN I <br /> —1 1R "-LV3 VVsadng Course Mtdure, LVVEISCG0B <br /> — 2" - LV3 Non - Wearing Course Mixture, LVNW 50008 <br /> EXISTING GRAVEL ME (THICKNESS VARIES) <br /> TYPICAL SECTION <br /> TYPE II ROAD IMPROVEMENTS <br /> PETERSON TRAIL, HAYPI LD ROAD, HOULE CIRCLE, PDX RUN <br />