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SAWCUT ASPHALT TO A <br />STRAIGHT AND TRUE EDGE F <br />a e D <br />1— E <br />a <br />12" #4 REBAR <br />BRICK PAVER <br />DRIVEWAYS <br />NOTES: <br />1. <br />HEADER CURB TO BE USED FOR SEPARATION BETWEEN BRICK PAVER DRIVEWAYS AND PAVED ROADWAYS. <br />2. <br />HEADER CURB SHALL NOT ENCROACH BEYOND EXISTING EDGE OF ASPHALT. <br />3. <br />PAVERS ARE NOT PERMITTED WITHIN A PUBLIC SIDEWALK. <br />® <br />EXISTING ASPHALT <br />® <br />EXISTING BASE <br />C <br />EXISTING SUBGRADE <br />® <br />PROPOSED BRICK PAVER SURFACE <br />® <br />DRIVEWAYS SHALL HAVE A 6" MINIMUM LIMEROCK OR COQUINA SHELL BASE (MINIMUM LBR <br />100) COMPACTED TO <br />98% MAXIMUM DRY DENSITY PER AASHTO T-180. <br />® <br />MINIMUM 12" DEPTH X 12" WIDTH, MINIMUM 3,000 PSI FIBER REINFORCED CONCRETE WITH <br />1—#4 REBAR (MIN. <br />32" LAP AT SPLICE). <br />DATE: <br />OCTOBER 2025 <br />HEADER / RIBBON <br />DRAWING <br />NO. <br />INDIAN RIVER COUNTY <br />DEPARTMENT OF <br />CURB <br />PW -1 O <br />PUBLIC WORKS <br />