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tervitte <br /> • Establishief 185; <br /> 8618 CONCRETE <br /> CURB AND GUTTER <br /> 30' Q 30' <br /> TYPE I ROAD IMPROVEMENT NOTES: <br /> 2013 <br /> 1. REMOVE BITUMINOUS <br /> 2. INSTALL WATER MAIN & SERVICES <br /> DESIGN CLGRADE 3. CONSTRUCT ROAD THROUGH BITUMINOUS BASE COURSE. <br /> VARIES 0.025 4. RESTORE DISTURBED TURF AND DRIVEWAYS BEHIND THE CURB <br /> 5. PERFORM 1ST STRUCTURE ADJUSTMENT <br /> 4" DRAIN TILE (TYP) 2014 <br /> 12" <br /> 6. PERFORM 2ND STRUCTURE ADJUSTMENT <br /> 7. COMPLETE ALL PUNCH UST ITEMS <br /> 8. SWEEP <br /> 1 1/2" -LV3 WEARING COURSE MIXTURE, LVWE35030B (2014) 9. TACK COAT <br /> 2" - LV3 NON - WEARING COURSE MIXTURE, LVNW35030B 10. PAVE WEAR <br /> 8" CLASS 5 AGGREGATE BASE 11. SAW & SEAL WEAR COURSE <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 /> • <br /> EXISTING CURB TO <br /> REMAIN WITH SPOT REPAIRS <br /> 30' 30' <br /> ® 16' 14' TYPE II ROAD IMPROVEMENT NOTES: <br /> 2013 <br /> DESIGN QGRADE 1. REMOVE BITUMINOUS <br /> 2. COMPLETE ANY UTILITY WORK <br /> VARIES 0.025' /FT 3. INSTALL DRAINTILE <br /> 4. SPOT REPAIR CURB AS MARKED IN THE FIELD <br /> 4" DRAIN T[lE (TYP) 5. RESTORE ANY DISTURBED TURF AND DRIVEWAYS BEHIND THE CURB <br /> 6. TEST ROLL EXISTING AGGREGATE BASE <br /> TRENCHED IN 7. CORRECT SOFT SPOTS AND TOLERANCE GRAVEL BASE <br /> 8. PAVE BASE <br /> 9. PERFORM STRUCTURE ADJUSTMENTS <br /> 1 1/2" -LV3 Wearing Course Mixture, LVWE350308 10. TACK WE AR <br /> 2" - LV3 Non - Wearing Course Mixture, LVNW35030B 12. SAW &SE AL WEAR COURSE <br /> GRAVEL BASE (THIC(NESS VARIES) <br /> TYPICAL SECTION <br /> TYPE II ROAD IMPROVEMENTS <br /> PETERSON TRAIL, HAYFIELD ROAD, HOULE CIRCLE, FOX RUN <br /> TYPICAL SECTIONS <br /> • CITY OF CENTERVILLE, MINNESOTA FIGURE: No.4 <br /> 2013 STREET AND UTILITY IMPROVEMENTS <br /> V: \1938\ACTIVE\193801520 \CAD \DWG \193801520FIGURES.DWG DATE: September 2012 COMM: 1938001520 <br /> 59 <br />