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TYPE A OR B PAVEMENT REPAIR FLUSH WITH EXISTING PAVEMENT oat Www a aY <<) Ow Z| es a z 4 n 1S} ") oof <|<= e ¢ FINAL BACKFILL MATERIAL OPTIONS: ————; ‘at? oNATIVE SOIL PER SECTION 601 4 (TYPE B ONLY) oa © ABC PER SECTION 702 I (TYPE B ONLY) 6” 0 1/2-SACK CLSM PER SECTION 728 <) / HIGHEST EXISTING UTILITY(S) —J | | MATERIAL TO CONFORM TO SECTION 601 SECTION VIEW TYPE A PAVEMENT REPAIR TYPE B PAVEMENT REPAIR iM 18”-24” DRILLED /CORED PILOT HOLE NOTES: fo 1. DIMENSIONS ARE NOMINAL. A NOTES: A A 2. EDGES SHALL BE CUT TO A NEAT VERTICAL FACE. 1. CUT, REMOVE AND REPLACE PAVEMENT. \ | "3. PLACE CLSM BACKFILL IN ACCORDANCE WITH 18”-24” PLUG IN ACCORDANCE WITH SECTION 355. SECTION 604. 2. PLACE BACKFILL IN ACCORDANCE WITH 4. PLACE AGENCY—APPROVED ASPHALT CONCRETE SECTION 355. IN MAXIMUM 2” LIFTS. — 3. BONDING MATERIAL SHALL BE AS SPECIFIED / TACK EDGES BONDING MATERIAL pavement PLUG vf No MIN. THICKNESS OR MATCH EXISTING, aoe ¢ WHICHEVER IS GREATER. a” ~—1-1/2” TO 2” COMPACTED CRUSHED GRAVEL ae! po a“ (ASTM C33 48) SECTION A-A SECTION A—A REVISED . DETAIL NO. MARICOPA STANDARD DETAIL DETAIL NO. 212 | AAANSEetower ENGLISH UTILITY POTHOLE REPAIR or-o1-2015 | 212